The Wind Design Manual provides examples on wind force design that illustrate the practical requirements of provisions in ASCE/SEI 7-16: Minimum Design Loads and Associated Criteria for Buildings and Other Structures. Practicing structural engineers, trained designers, building department engineers, other plan review agencies, professors and students, can all learn from these examples of code-compliant designs engineered to achieve good performance under wind loading. Developed by the Wind Design Manual Task Group of the Structural Engineers Association of California (SEAOC), the publication draws on the expertise of invited authors from various parts of the United States. The Wind Design Manual is intended for nationwide use, with example problems that apply to a variety of geographic areas. All are presented in a format similar to the SEAOC Structural/Seismic Design Manuals. A wide range of topics is covered General topics (4 examples) Specific topics (2 examples) Buildings (3 examples) Solar Photovoltaic systems (7 examples)

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1	WIND DESIGN MANUAL BASED ON THE 2018 IBC® AND ASCE/SEI 7-16
2	WIND DESIGN MANUAL BASED ON THE 2018 IBC® AND ASCE/SEI 7-16 EXAMPLES FOR WIND FORCES ON BUILDINGS AND SOLAR PHOTOVOLTAIC SYSTEMS TITLE PAGE
3	COPYRIGHT
6	TABLE OF CONTENTS
8	PREFACE TO THE WIND DESIGN MANUAL
10	ACKNOWLEDGEMENTS
14	HOW TO USE THIS DOCUMENT
16	REFERENCES
18	DESIGN EXAMPLE 1 ENCLOSURE CLASSIFICATION OVERVIEW IMAGE: AIR MATTRESS
19	OUTLINE DEFINITIONS TABLE 26.13-1
20	1. ENCLOSURE CLASSIFICATIONS ASCE TABLE 26.13-1 MAIN WIND FORCE RESISTING SYSTEM AND COMPONENTS AND CLADDING (ALL HEIGHTS): INTERNAL PRESSURE COEFFICIENT, (GCpi), FOR ENCLOSED, PARTIALLY ENCLOSED, PARTIALLY OPEN, AND OPEN BUILDINGS (WALLS AND ROOF)
21	1.1 DEFINITIONS OF OPENINGS 1.2 PROBLEM STATEMENT 2. DESIGN EXAMPLE PROBLEM 1A IMAGE: AGRICULTURAL BUILDING
22	2.1 DETERMINATION STEP 1 IDENTIFY THE OPENINGS STEP 2 CHECK OPEN BUILDING REQUIREMENTS STEP 3 CHECK PARTIALLY ENCLOSED BUILDING REQUIREMENTS
23	STEP 4 CHECK ENCLOSED BUILDING REQUIREMENTS STEP 5 CHECK PARTIALLY OPEN BUILDING REQUIREMENTS 2.2 SUMMARY
24	3. DESIGN EXAMPLE PROBLEM 1B IMAGE: AGRICULTURAL BUILDING 3.1 DETERMINATION OF ENCLOSURE STEP 1 IDENTIFY THE OPENINGS STEP 2 CHECK OPEN BUILDING REQUIREMENTS
25	STEP 3 CHECK PARTIALLY ENCLOSED BUILDING REQUIREMENTS 3.2 SUMMARY 4. ADDITIONAL INFORMATION
28	DESIGN EXAMPLE 2 TOPOGRAPHIC EFFECTS OVERVIEW OUTLINE PROBLEM 2A-ESCARPMENT-SAN FRANCISCO HELMET ROCK
29	FIGURE 2-1 EXAMPLE SITE NEAR HELMENT ROCK, SAN FRANCISCO FIGURE 2-2 GOOGLE EARTH TOPOGRAPHIC SECTION WITH NOTATIONS ADDED
30	FIGURE 2-3 IDEALIZATION OF 2D ESCARPMENT ACCORDING TO FIGURE 26.8-1 DETERMINATION OF TOPOGRAPHIC EFFECT BY SECTION 26.8
31	FIGURE 2-4 PROVIDES Kzt FOR z BETWEEN 0 AND 200 FEET ELEVATION AT THIS SITE PROBLEM 2B-EFFECT OF STRUCTURE LOCATION RELATIVE TO HILL FEATURE FOR Kzt
32	FIGURE 2-5 VARIATION OF Kzt WITH STRUCTURE LOCATION PROBLEM 2C- 3D AXISYMMETRIC HILL-AMITY, OREGON
33	FIGURE 2-6 EXAMPLE SITE NEAR AMITY, OREGON FIGURE 2-7 TOPOGRAPHIC SECTION PROVIDED BY GOOGLE EARTH WITH NOTATIONS ADDED
34	FIGURE 2-8 IDEALIZATION OF 2D AXISYMMETRIC HILL ACCORDING TO FIGURE 26.8-1 DETERMINATION OF TOPOGRAPHIC EFFECT BY SECTION 26.8
35	FIGURE 2-9 EXAMPLE 2B Kzt FOR SITE LOCATED AT PEAK OF 3D AXISYSMMETRIC HILL
36	PROBLEM 2D-DIRECTION-SPECIFIC TOPOGRAPHIC SPEED UP FIGURE 2-10 DIRECTION-SPECIFIC EXPOSURE AND TOPOGRAPHIC EFFECTS
37	FIGURE 2-11 HILL GEOMETRY AT 45-DEGREE AZIMUTH SECTIONS
38	TABLE 2-1 HILL GEOMETRY PARAMETERS TABLE 2-2 SUMMARY OF THE CRITICAL WIND EFFECT DIRECTIONS BY DESIGN PROCEDURE
39	FIGURE 2-12 PROBLEM 2D AZIMUTH PLOT OF Kzt, Kz, and Kzt, Kz AT ELEVATION 33 FEET SUMMARY ADDITIONAL INFORMATION
40	DESIGN EXAMPLE 3A EXPOSURE CATEGORY/SURGACE ROUGHNESS CATEGORY OVERVIEW FIGURE 3A-1, ASCE 7 FIGURE C26.7-8 DETERMINATION OF WIND LOADS FROM DIFFERENT DIRECTIONS OUTLINE
41	1. EXPOSURE AND SURFACE ROUGHNESS CATEGORIES 1.1 WIND DIRECTION AND SECTORS FIGURE 3A-2 SITE IN TRACY, CA
42	1.2 SURFACE ROUGHNESS CATEGORY FIGURE 3A-3 ASCE 7 TABLE C26.7-1
43	FIGURE 3A-4 ASCE 7 FIGURE C26.7-2
44	FIGURE C26.7-3 EXPOSURE B WITH UPWIND OPEN PATCHES SECTOR ANALYSIS
45	FIGURE C26.7-4 MINIMUM AREA OF INDIVIDUAL OPEN PATCHES AFFECTING QUALIFICATION OF EXPOSURE B
46	2. DESIGN EXAMPLE 3A-EXPOSURE CATEGORY/SURFACE ROUGHNESS CATEGORY SECTOR 1 CATEGORY C CATEGORY B SECTOR 2 CATEGORY C
47	FIGURE 3A-7 SECTOR 1 AND 2
48	SECTOR 3 CATEGORY C SECTOR 4 CATEORY B
49	FIGURE 3A-8 SECTORS 3 AND 4 SECTOR 5 CATEORY B
50	SECTOR 6 CATEGORY B
51	FIGURE 3A-9 SECTORS 5 AND 6
52	FIGURE 3A-10 OPEN PATCH DISTANCE
53	FIGURE 3A-11 OPEN PATCH DISTANCE
54	SECTOR 7 CATEGORY B SECTOR 8 CATEGORY B
55	FIGURE 3A-12 SECTORS 7 AND 8
56	3. EXPOSURE REQUIREMENTS TABLE 3A-1 EXPOSURE REQUIREMENTS
58	DESIGN EXAMPLE 3B DETERMINATION OF AN INTERMEDIATE EXPOSURE AT A TRANSITION ZONE OVERVIEW OUTLINE PROBLEM STATEMENT DETERMINE THE FOLLOWING
59	1. SITE TOPOGRAPHIC INFORMATION FIGURE 3B-1 SECTOR 8 AERIAL IMAGERY 2. CALCULATION OF INTERMEDIATE VELOCITY PRESSURE COEFFICIENT 2.1 DETERMINE ROUGHNESS LENGTHS AND HEIGHTS
60	FIGURE 3B-2 SECTOR 8 ROUGHNESS CHANGES 2.2 CALCULATE (α) AND zg AT STATION 1 EQUATION C26.10-3 EQUATION C26.10-4 2.3 CALCULATE THE VELOCITY PRESSURE COEFFICIENTS AT STATION 1 EQUATION C26.10-1
61	2.4 CALCULATE THE DISTANCE x0 EQUATION C26.10-8 2.5 CALCULATE THE FUNCTION FΔK(x) EQUATION C26.10-7 2.6 CALCULATE THE CELOCITY PRESSURE COEFFICIENT INCREMENT ΔK EQUATION C26.10-6 2.7 CALCULATE THE ADJUSTED Kz VALUE AT STATION 2 EQUATION C26.10-5 2.8 CALCULATE (α) AND zg AT STATION 2
62	2.9 CALCULATE THE VELOCITY PRESSURE COEFFICIENTS AT STATION 2 2.10 CALCULATE THE DISTANCE x0 EQUATION C26.10-8 2.11 CALCULATE THE FUNCTION FΔK(x) EQUATION C26.10-7
63	2.12 CALCULATE THE VELOCITY PRESSURE COEFFICIENT INCREMENT ΔK 12.13 CALCULATE THE ADJUSTED Kz VALUE AT STATION 3 3. SUMMARY 4. ADDITIONAL INFORMATION AND COMMENTARY 5. ITEM NOT ADDRESSED IN THIS EXAMPLE
64	DESIGN EXAMPLE 4 GUST FACTOR OVERVIEW OUTLINE 1. GUST EFFECT VARIABLES
65	2. APPROXIMATE NATURAL FREQUENCY FIGURE 4-1 BUILDING PROPERTIES EQUATION 26.11-1
66	EQUATION 26.11-2 EQUATION 26.11-3 EQUATION 26.11-4 FIGURE 4-2 ASCE 7 FIGURE C26.11-1 APPROXIMATE NATURAL FREQUENCY
67	EQUATION C26-11.9 EQUATION C26-11.10 FIGURE 4-3 COMPARISON OF SEISMIC VERSUS WIND
68	3. FLEXIBLE BUILDING GUST FACTOR Gf FIGURE 4-4 PLAN OF EXAMPLE BUILDING
69	STEP 1 AERODYNAMIC HEIGHT, z TABLE 26.11-1 STEP 2 TURBULENCE INTENSITY, Iz EQUATION 26.11-7 STEP 3 INTEGRAL LENGTH SCALE OF TURBULENCE, Lz EQUATION 26.11-9
70	STEP 4 MEAN HOURLY WIND SPEED, V z EQUATION 26.11-16 STEP 5 GUST RESPONSE PEAK FACTOR, gR
71	STEP 6 BACKGROUND RESPONSE, Q EQUATION 26.11-8 STEP 7 REDUCED FREQUENCY, N1 EQUATION 26.11-14 STEP 8 SIZE EFFECT FACTORS, R h , RB, AND RL
72	TABLE 4-1 TURBULENCE COHERENCE FACTORS AND SIZE EFFECT FACTORS STEP 9 RESONANT RESPONSE FACTOR, R EQUATION 26.11-13 EQUATION 26.11-12
73	STEP 10 FLEXIBLE STRUCTURE GUST FACTOR, G EQUATION 26.11-10 4. RIGID BUILDING GUST FACTOR STEP 1 AERODYNAMIC HEIGHT, z
74	STEP 2 TURBULENCE INTENSITY, Iz EQUATION 26.11-7 STEP 3 INTEGRAL LENGTH SCALE OF TURBULENCE, Lz EQUATION 26.11-9 STEP 4 BACKGROUND RESPONSE, Q EQUATION 26.11-8
75	STEP 5 RIGID RESPONSE GUST EFFECT FACTOR, G EQUATION 26.11-6 5. CONCLUDING THOUGHTS
76	6. ITEMS NOT ADDRESSED IN THIS EXAMPLE REFERENCES
78	DESIGN EXAMPLE 5 TORNADO STORM SHELTER OVERVIEW
79	OUTLINE 1. SHELTER GEOMETRY AND IBC LOAD CRITERIA 1.1 SHELTER GEOMETRY
80	FIGURE 5-1 STORM SHELTER ROOF PLAN
81	FIGURE 5-2 HOST BUILDING ROOF PLAN ABOVE STORM SHELTER 1.2 IBC LOAD CRITERIA 1.2.1 ROOF DEAD LOAD
82	TABLE 5-1 ROOF DEAD LOADS 1.2.2 ROOF LIVE LOAD 2. ICC 500 STORM SHELTER LOAD CRITERIA 2.1 RAIN LOADS 2.2 SHELTER ROOF LIVE LOADS
83	2.3 WIND LOADS TABLE 5-2 DESIGN VALUES
84	TABLE 5-3 MWFRS WIND LOADS
85	TABLE 5-4A C&C WALL WIND LOADS
86	TABLE 5-4B C&C ROOF WIND LOADS
87	2.4 CONNECTIONS TO THE HOST BUILDING 2.5 DEBRIS HAZARDS 2.5.1 WIND-BORNE DEBRIS MISSILE IMPACT TABLE 5-5 WIND-BORNE MISSILE SPEED
88	2.5.2 FALLING DEBRIS/COLLAPSE LIVE LOAD TABLE 5-6 COLLAPSE LOAD
89	3. ROOF DESIGN 3.1 COMPOSITE DECK DESIGN TABLE 5-7 DESIGN LOADS FOR COMPOSITE DECK DESIGN EQUATION 16-8 EQUATION 16-10 EQUATION 16-12 EQUATION 16-13 EQUATION 16-15 EQUATION 16-1 EQUATION 16-3 EQUATION 16-14 EQUATION 16-16
90	3.2 CONNECTION BETWEEN SLAB AND JOISTS
91	ACI 318 EQUATION 17.4.2.1A FIGURE 5-3 BREAKOUT CONE FOR HEADED STUD CONNECTION TO STEEL JOIST
92	3.3 JOIST DESIGN TABLE 5-8 JOIST LOADS EQUATION 16-8 EQUATION 16-10 EQUATION 16-12 EQUATION 16-13 EQUATION 16-15
93	4. WALL DESIGN 4.1 EXTERIOR WALL DESIGN FIGURE 5-4 EXTERIOR WALL DESIGN CASES
94	4.1.1 BEARING WALL CASE TABLE 5-9 DOWNWARD DESIGN LOADS
95	FIGURE 5-5 BEARING WALL CASE (A) LOADING (NORTH-SOUTH WALLS)
96	4.1.2 SHEAR WALL CASE FIGURE 5-6 WIND PRESSURES FOR WIND IN TWO ORTHOGONAL DIRECTIONS FIGURE 5-7 WIND PRESSURES FOR WIND 45 DEGREES TO TWO ORTHOGONAL DIRECTIONS
97	TABLE 5-10 MWFRS LOADS FIGURE 5-8 WIND PRESSURES FOR WIND IN EAST-WEST DIRECTION
99	FIGURE 5-9 SHEAR WALL CASE LOADING (NORTH-SOUTH WALLS) 4.1.3 EXTERIOR WALL DESIGN
100	4.2 INTERIOR WALL DESIGN 5. FOUNDATION DESIGN 5.1 UPLIFT CHECK
101	5.2 CONTINUOUS FOOTING DESIGN 6. CONNECTION DESIGN
102	FIGURE 5-10 TOP OF WALL CONNECTION DETAILS
103	FIGURE 5-11 BOTTOM OF WALL CONNECTION DETAILS
104	7. ITEMS NOT ADDRESSED IN THIS EXAMPLE
106	DESIGN EXAMPLE 6 HIGH WINDS EXAMPLE OVERVIEW FIGURE 6-1 BUILDING PLAN AND ELEVATION OUTLINE
107	1. DETERMINE WIND LOAD DESIGN PROCEDURE 2. CHAPTER 27-PART 1: ENCLOSED, PARTIALLY ENCLOSED, AND OPEN BUILDINGS OF ALL HEIGHTS
108	FIGURE 6-2 ASCE 7 TABLE 27.2-1 STEP 1 DETERMINE RISK CATEGORY OF BUILDING
109	STEP 2 DETERMINE THE BASIC WIND SPEED, V, FOR THE APPLICABLE RISK CATEGORY FIGURE 6-3 ASCE/SEI HAZARD TOOL RESULTS
110	STEP 3 DETERMINE WIND LOAD PARAMETERS
111	STEP 4 DETERMINE VELOCITY PRESSURE EXPOSURE COEFFICIENT
112	FIGURE 6-4 ASCE 7 TABLE 26.10-1
113	STEP 5 DETEMINE VELOCITY PRESSURE qz EQUATION 26.10-1
114	STEP 6 DETERMINE EXTERNAL PRESSURE COEFFICIENT FIGURE 6-5 ASCE 7 FIGURE 27.3-1
115	FIGURE 6-5 (CONTINUED) ASCE 7 FIGURE 27.3-1
116	STEP 7 CALCULATE WIND PRESSURE, p, ON EACH BUILDING SURFACE EQUATION 27.3-1
118	FIGURE 6-6 EAST – WEST DIRECTION MWFRS BUILDING PRESSURES
120	FIGURE 6-7 NORTH-SOUTH DIRECTION MWFRS BUILDING PRESSURES 3. DETERMINE WIND LOAD DESIGN PROCEDURE-COMPONENTS AND CLADDING (C&C)
121	4. CHAPTER 30- PART 1 LOW-RISE BUILDINGS FIGURE 6-8 ASCE 7 TABLE 30.3-1
122	STEP 6 DETERMINE EXTERNAL PRESSURE COEFFICIENT
123	FIGURE 6-9 ASCE 7 FIGURE 30.3-1
124	FIGURE 6-10 ASCE 7 FIGURE 30.3-2A
125	EQUATION 30.3-1
126	FIGURE 6-11 ASCE 7 FIGURE C30-1 FIGURE 6-12 BUILDING CONFIGURATION
128	DESIGN EXAMPLE 7A WIND FORCES ON A SIMPLE DIAPHRAGM BUILDING-PART 2 METHOD OVERVIEW
129	OUTLINE 1. BUILDING AND SITE INFORMATION 1.1 BUILDING INFORMATION
130	FIGURE 7A-1 TYPICAL FLOOR PLAN
131	FIGURE 7A-2A BUILDING ELEVATION (HIP ROOF BUILDING) FIGURE 7A-2B BUILDING ELEVATION (FLAT ROOF BUILDING) 1.2 SITE INFORMATION 2. DETERMINE APPLICABILITY OF SIMPLIFIED METHOD
133	3. WIND LOAD PARAMETERS SPECIFIED IN CHAPTER 26
134	4. DETERMINE SIMPLIFIED DESIGN WIND PRESSURES TABLE 7A-1 HIP ROOF ps30 PRESSURES
135	TABLE 7A-2 FLAT ROOF ps30 PRESSURES
136	5. DETERMINE ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE TABLE 7A-3 HIP ROOF ADJUSTMENT FACTORS 6. DETERMINE ADJUSTED SIMPLIFIED DESIGN WIND PRESSURES EQUATION 28.5-1 TABLE 7A-4 ADJUSTED HIP ROOF DESIGN PRESSURES, CASE A
137	FIGURE 7A-6A WIND PRESSURE DISTRIBUTION (HIP ROOF BUILDING), CASE A
138	TABLE 7A-5 HIP ROOF WIND BASE SHEAR, CASE A TABLE 7A-6 ADJUSTED HIP ROOF DESIGN PRESSURES, CASE B
139	FIGURE 7A-6B WIND PRESSURE DISTRIBUTION (HIP ROOF BUILDING) CASE B TABLE 7A-7 HIP ROOF WIND BASE SHEAR, CASE B
140	TABLE 7A-8 HIP ROOF MINIMUM WIND BASE SHEAR, CASE A TABLE 7A-9 HIP ROOF MINIMUM WIND BASE SHEAR CASE B
141	TABLE 7A-10 ADJUSTED FLAT ROOF DESIGN PRESSURES FIGURE 7A-6C WIND PRESSURE DISTRIBUTION (FLAT ROOF BUILDING) CASE A
142	TABLE 7A-11 FLAT ROOF WIND BASE SHEAR CASE A FIGURE 7A-6D WIND PRESSURE DISTRIBUTION (FLAT-ROOF BUILDING) CASE B
143	TABLE 7A-12 FLAT ROOF WIND BASE SHEAR CASE B 7. DISTRIBUTION OF HORIZONTAL WIND LOADS ALONG HEIGHT
144	TABLE 7A-13 HIP ROOF DIAPHRAGM REACTIONS, CASE A TABLE 7A-14 HIP ROOF DIAPHRAGM REACTIONS CASE B
145	TABLE 7A-15 FLAT ROOF DIAPHRAGM REACTIONS CASE A TABLE 7A-16 FLAT ROOF DIAPHRAGM REACTIONS CASE B
146	8. VERTICAL DISTRIBUTION OF WIND UPLIFT FORCES TABLE 7A-17 HIP ROOF GROSS UPLIFT FORCES CASE A TABLE 7A-18 HIP ROOF GROSS UPLIFT FORCES CASE B
147	TABLE 7A-19 FLAT ROOF GROSS UPLIFT FORCES CASE A TABLE 7A-20 FLAT ROOF GROSS UPLIFT FORCES CASE B 9. ITEMS NOT ADDRESSED IN THIS EXAMPLE
148	DESIGN EXAMPLE 7B WIND FORCES ON A SIMPLE DIAPHRAGM BUILDING-PART 1 METHOD OVERVIEW OUTLINE
149	1. BUILDING AND SITE INFORMATION 1.1 BUILDING INFORMATION FIGURE 7B-1 TYPICAL FLOOR PLAN
150	FIGURE 7B-2 BUILDING ELEVATION (HIP-ROOF BUILDING) 1.2 SITE INFORMATION 2. WIND LOAD PARAMETERS SPECIFIED IN CHAPTER 26
151	3. DETERMINE VELOCITY PRESSURE EXPOSURE COEFFICIENT 4. DETERMINE VELOCITY PRESSURE
152	EQUATION 26.10-1 TABLE 7B-1 VELOCITY PRESSURE 5. DETERMINE EXTERNAL PRESSURE COEFFICIENT
153	TABLE 7B-2 HIP ROOF PRESSURE COEFFICIENTS, CASE A FIGURE 7B-3A WIND PRESSURE DISTRIBUTION (HIP ROOF BUILDING) CASE A
154	TABLE 7B-3 HIP ROOF PRESSURE COEFFICIENTS CASE B FIGURE 7B-3B WIND PRESSURE DISTRIBUTION (HIP ROOF BUILDING) CASE B
155	FIGURE 7B-3C WIND PRESSURE DISTRIBUTION (HIP ROOF BUILDING) CASE B
156	6. CALCULATE WIND PRESSURE EQUATION 28.3-1 TABLE 7B-4 HIP ROOF DESIGN WIND PRESSURES, p
157	TABLE 7B-5 HIP ROOF WIND BASE SHEAR CASE A
158	TABLE 7B-6 HIP ROOF BASE WIND SHEAR, CASE B TABLE 7B-7 HIP ROOF MINIMUM WIND BASE SHEAR CASE A
159	TABLE 7B-8 HIP ROOF MINIMUM WIND BASE SHEAR CASE B 7. DISTRIBUTION OF HORIZONTAL WIND LOADS ALONG HEIGHT
160	TABLE 7B-9 HIP ROOF DIAPHRAGM REACTIONS CASE A
161	TABLE 7B-10 HIP ROOF DIAPHRAGM REACTIONS CASE B 8. VERTICAL DISTRIBUTION OF WIND UPLIFT FORCES
162	TABLE 7B-11 HIP ROOF GROSS UPLIFT FORCES, CASE A TABLE 7B-12 HIP ROOF GROSS UPLIFT FORCES, CASE B
163	9. DISCUSSION ON COMPARISON OF PART 1 AND PART 2 METHODS TABLE 7B-13 HIP ROOF WIND LOAD COMPARISON 10. ITEMS NOT ADDRESSED IN THIS EXAMPLE
164	DESIGN EXAMPLE 8A WIND FORCES ON A THREE STORY L-SHAPED BUILDING OVERVIEW
165	OUTLINE 1. BUILDING LOCATION, USE, AND GEOMETRY 1.1 GIVEN INFORMATION
166	FIGURE 8A-1 TYPICAL FLOOR FRAMING PLAN
167	FIGURE 8A-2 ROOF FRAMING PLAN
168	FIGURE 8A-3 TYPICAL BUILDING SECTION AT EXTERIOR WALL
169	2. CALCULATION OF VELOCITY PRESSURES 2.1 DETERMINATION OF RISK CATEGORY 2.2 DETERMINATION OF BASIC WIND SPEED 2.3 DETERMINATION OF WIND DIRECTIONALITY FACTOR
170	2.4 DETERMINATION OF EXPOSURE CATEGORY 2.5 DETERMINATION OF GROUND ELEVATION FACTOR 2.6 DETERMINATION OF GROUND ELEVATION FACTOR
171	2.7 DETERMINATION OF GUST EFFECT FACTOR 2.8 DETERMINATION OF ENCLOSURE CLASSIFICATION AND INTERNAL PRESSURE COEFFICIENT
172	2.9 DETERMINATION OF MEAN ROOF HEIGHT AND VELOCITY PRESSURE EXPOSURE COEFFICIENT 2.10 DETERMINATION OF VELOCITY PRESSURE
173	3. DETERMINATION OF EXTERNAL PRESSURE COEFFICIENTS 3.1 DETERMINATION OF WALL PRESSURE COEFFICIENTS TABLE 8A-1 WALL PRESSURE COEFFICIENTS
174	3.2 DETERMINATION OF ROOF PRESSURE COEFFICIENTS TABLE 8A-2 ROOF PRESSURE COEFFICIENTS 3.3 DETERMINATION OF PARAPET PRESSURE COEFFICIENTS TABLE 8A-3 PARAPET PRESSURE COEFFICIENTS
175	4. APPLICATION OF WIND PRESSURES 4.1 DETERMINATION OF DESIGN WIND PRESSURES TABLE 8A-4 SUMMARY OF WIND PRESSURES
176	TABLE 8A-4 SUMMARY OF WIND PRESSURES (continued)
177	5. VERTICAL DISTRIBUTION OF WIND LOADS TO DIAPHRAGMS 5.1 VERTICAL DISTRIBUTION OF WIND LOADS TO DIAPHRAGMS TABLE 8A-5 WIND FORCES AT EACH DIAPHRAGM LEVEL
178	6. HORIZONTAL DISTRIBUTION OF WIND LOADS TO BRACED FRAMES 6.1 FLEXIBLE VS RIGID DIAPHRAGMS 6.2 DETERMINATION OF CENTER OF MASS AND CENTER OF RIGIDITY 6.3 HORIZONTAL DISTRIBUTION OF WIND LOADS TO BRACED FRAMES
179	7. DESIGN WIND LOAD CASES 7.1 DESIGN WIND LOAD CASE 1
180	7.2 DESIGN WIND LOAD CASE 2 TABLE 8A-6 LOAD CASE 2
181	7.3 DESIGN WIND LOAD CASES 3 AND 4 8. ITEMS NOT ADDRESSED IN THIS EXAMPLE
182	DESIGN EXAMPLE 8B COMPONENTS AND CLADDING WIND FORCES ON A THREE-STORY, L-SHAPED BUILDING OVERVIEW OUTLINE
183	1. BUILDING LOCATION, USE, AND GEOMETRY 1.1 GIVEN INFORMATION
184	FIGURE 8B-1 TYPICAL FLOOR FRAMING PLAN
185	FIGURE 8B-2 ROOF FRAMING PLAN
186	FIGURE 8B-3 TYPICAL BUILDING SECTION AN EXTERIOR WALL
187	2. CALCULATION OF VELOCITY PRESSURES 2.1 DETERMINATION OF RISK CATEGORY 2.2 DETERMINATION OF BASIC WIND SPEED 2.3 DETERMINATION OF WIND DIRECTIONALITY FACTOR
188	2.4 DETERMINATION OF EXPOSURE CATEGORY 2.5 DETERMINATION OF TOPOGRAPHIC FACTOR 2.6 DETERMINATION OF GROUND ELEVATION FACTOR
189	2.7 DETERMINATION OF GUST EFFECT FACTOR 2.8 DETERMINATION OF MEAN ROOF HEIGHT AND VELOCITY PRESSURE EXPOSURE COEFFICIENT
190	2.9 DETERMINATION OF VELOCITY PRESSURE 3. DETERMINATION OF EXTERNAL PRESSURE COEFFICIENTS 3.1 DETERMINATION OF EFFECTIVE WIND AREAS TABLE 8B-1 EFFECTIVE WIND AREAS OF BUILDING ELEMENTS
191	3.2 DETERMINATION OF END ZONE WIDTHS 3.3 DETERMINATION OF WALL PRESSURE COEFFICIENTS TABLE 8B-2 WALL PRESSURE COEFFICIENTS
192	3.4 DETERMINATION OF ROOF PRESSURE COEFFICIENTS TABLE 8B-3 ROOF PRESSURE COEFFICIENTS 3.5 DETERMINATION OF PARAPET PRESSURE COEFFICIENTS TABLE 8B-4 PARAPET PRESSURE COEFFICIENTS
193	4. APPLICATION OF WIND PRESSURES EQUATION 30.3-1 4.1 DETERMINATION OF DESIGN WIND PRESSURE FOR A TYPICAL EXTERIOR STUD TABLE 8B-5 C&C WIND PRESSURES FOR A TYPICAL EXTERIOR STUD 4.2 DETERMINATION OF DESIGN WIND PRESSURE FOR A THIRD-FLOOR STUD WITH A PARAPET TABLE 8B-6 C&C WIND PRESSURES FOR A THIRD-FLOOR STUD WITH PARAPET
194	4.3 DETERMINATION OF DESIGN WIND PRESSURE FOR A TYPICAL ROOF FRAMING MEMBER TABLE 8B-7 C&C WIND PRESSURES FOR A TYPICAL ROOF FRAMING MEMBER 4.4 DETERMINATION OF DESIGN WIND PRESSURE FOR WALL CLADDING TABLE 8B-8 C&C WIND PRESSURES FOR WALL CLADDING 4.5 DETERMINATION OF DESIGN WIND PRESSURE FOR ROOF CLADDING TABLE 8B-9 C&C WIND PRESSURES FOR ROOF CLADDING
195	4.6 DETERMINATION OF DESIGN WIND PRESSURE FOR A WINDOW UNIT TABLE 8B-10 C&C WIND PRESSURES FOR A WINDOW UNIT 4.7 USE OF C&C WIND PRESSURES FOR STRUCTURAL DESIGN 5. ITEMS NOT ADDRESSED IN THIS EXAMPLE
196	DESIGN EXAMPLE 9 DESIGN WIND FORCES FOR A 14-STORY OFFICE BUILDING OVERVIEW OUTLINE 1. PROBLEM STATEMENT 1.1 USE THE WIND LOADS PROVISIONS TO DETERMINE
197	FIGURE 9-1 EXAMPLE BUILDING PLAN, ELEVATION, AND DIMENSIONS 2. SOLUTION 2.1 MWFRS
198	FIGURE 9-2 STEPS TO DETERMINE MWFRS WIND LOADS FOR ENCLOSED, PARTIALLY ENCLOSED, AND OPEN BUILDINGS OF ALL HEIGHTS, TABLE 27.2-1
199	EQUATION 26.10-1
200	FIGURE 9-3 VELOCITY PRESSURE EXPOSURE COEFFICIENTS, Kh, AND Kz, TABLE 26.10-1 2.2 EVALUATION OF GUST EFFECT FACTOR, G OR Gf
201	EQUATION 26.11-2 TABLE 9-1 BUILDING AND ENVIRONMENTAL ATTRIBUTES TABLE 9-2 TERRAIN EXPOSURE CONSTANTS FOR FLEXIBLE BUILDING CALCULATIONS-EXPOSURE B ( TABLE 26.11-1 )
202	TABLE 9-3 CALCULATED PARAMETERS FOR FLEXIBLE BUILDING CALCULATIONS 2.3 EVALUATION OF DESIGN WIND PRESSURE EQUATION 27.3-1
203	TABLE 9-4 WALL PRESSURE COEFFICIENTS, Cp (FIGURE 27.3-1)
204	TABLE 9-5 CALCULATION OF STORY NET PRESSURES
205	FIGURE 9-4 STORY NET PRESSURES 2.4 COMPONENT AND CLADDING PRESSURES EQUATION 30.5-1
206	FIGURE 9-5 WIND PRESSURE ZONES (ASCE FIGURE 30.5-1) TABLE 9-6 CALCULATION OF DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING
207	3. DISCUSSION 3.1 FLEXIBLE STRUCTURE 3.2 IMPACT OF PODIUM 3.3 WIND TUNNEL TEST 3.4 EFFECTIVE AREA FOR DESIGN OF COMPONENTS AND CLADDING
208	DESIGN EXAMPLE 10 ROOFTOP SOLAR PANELS FOR BUILDINGS OF ALL HEIGHTS WITH FLAT ROOFS OR GABLE OR HIP ROOFS WITH SLOPES LESS THAN 7 DEGREES-SMALL COMMERCIAL BUILDING OVERVIEW
209	OUTLINE
210	1. BUILDING GEOMETRY AND LOADS 1.1 GIVEN INFORMATION
211	FIGURE 10-1 ELEVATION VIEW FIGURE 10-2 PLAN VIEW
212	2. WIND DESIGN FIGURE 10-3 ARAY TOP VIEW
213	2.1 CODE DESIGN APPLICABILITY TABLE 10-1 CODE DESIGN APPLICABILITY
214	2.2 VELOCITY PRESSURE TABLE 26.9-1
215	EQUATION 26.10-1 2.3 DETERMINING EFFECTIVE AND NORMALIZED WIND AREAS
217	2.4 PARAPET HEIGHT FACTOR 2.5 PANEL CHORD FACTOR 2.6 EXPOSURE FACTOR
219	FIGURE 10-4 ARRAY TOP VIEW WITH DEFINED AREAS FIGURE 10-5 ARRAY TOP VIEW WITH DEFINED AREAS
221	2.7 NOMINAL NET PRESSURE COEFFICIENT TABLE 10-2 (GCrn)nom EQUATIONS
222	TABLE 10-3 (GCrn)nom CALCULATION 2.8 NET PRESSURE COEFFICIENT EQUATION 29.4-6
223	TABLE 10-4 NET EXPOSURE COEFFICIENT (GCrn) CALCULATION 2.9 DESIGN WIND PRESSURE EQUATION 29.4-5 2.9.1 SOLAR PANEL DESIGN
224	TABLE 10-5 SOLAR PANEL DESIGN WIND LOAD CALCULATION 2.9.2 SOLAR PANEL TO TRAY CONNECTION DESIGN TABLE 10-6 SOLAR PANEL TO TRAY CONNECTION DESIGN WIND LOAD CALCULATION
225	2.9.3 TRAY TO ROOF DESIGN FIGURE 10-6 ARRAY TOP VIEW WITH DEFINED SHARING AREAS
226	TABLE 10-7 BALLAST DESIGN WIND LOAD CALCULATION
227	TABLE 10-8 SOLAR PANEL DESIGN POINT LOAD CALCULATION
228	2.10 ROOF DESIGN 2.10.1 BALLASTED ARRAYS 2.10.2 ATTACHED ARRAYS
229	3. ITEMS NOT ADDRESSED IN THIS DESIGN EXAMPLE 4. REFERENCES
230	DESIGN EXAMPLE 11 ROOFTOP SOLAR PANELS OF ALL HEIGHTS WITH FLAT OR GABLE OR HIP ROOFS WITH SLOPES LESS THAN 7 DEGREES-LARGE COMMERCIAL BUILDING OVERVIEW OUTLINE 1. BUILDING GEOMETRY AND LOADS 1.1 GIVEN INFORMATION
231	FIGURE 11-1 ELEVATION VIEW
232	FIGURE 11-2 PLAN VIEW 2. WIND DESIGN
233	FIGURE 11-3 ARRAY TOP VIEW
234	2.1 CODE DESIGN APPLICABILITY TABLE 11-1 CODE DESIGN APPLICABILITY
235	2.2 VELOCITY PRESSURE TABLE 26.9-1
236	EQUATION 26.10-1 2.3 DETERMINING EFFECTIVE AND NORMALIZED WIND AREAS
237	2.4 PARAPET HEIGHT FACTOR
238	2.5 PANEL CHORD FACTOR 2.6 EXPOSURE FACTOR
239	FIGURE 11-4 ARRAY TOP VIEW WITH DEFINED AREAS
240	FIGURE 11-5A ARRAY 1S TOP VIEW WITH DEFINED AREAS
242	FIGURE 11-5B ARRAY 1C TOP VIEW WITH DEFINED AREAS
243	FIGURE 11-5C ARRAY TOP VIEW WITH DEFINED AREAS
244	2.7 NOMINAL NET PRESSURE COEFFICIENT
245	TABLE 11-2 (GCrn)nom EQUATIONS TABLE 11-3 (GCrn)nom CALCULATION 2.8 NET PRESSURE COEFFICIENT EQUATION 29.4-6
246	TABLE 11-4 NET EXPOSURE COEFFICIENT (GCrn) CALCULATION 2.9 DESIGN WIND PRESSURE EQUATION 29.4-5 2.9.1 SOLAR PANEL DESIGN TABLE 11-5 SOLAR PANEL DESIGN WIND LOAD CALCULATION
247	3. ITEMS NOT ADDRESSED IN THIS DESIGN EXAMPLE 4. REFERENCES
248	DESIGN EXAMPLE 12 ROOFTOP SOLAR PANELS PARALLEL TO THE ROOF SURFACE ON BUILDINGS OF ALL HEIGHTS AND ROOF SLOPES – SINGLE FAMILY RESIDENCE OVERVIEW
249	OUTLINE 1. BUILDING GEOMETRY AND LOADS 1.1 GIVEN INFORMATION
250	FIGURE 12-1 ELEVATION VIEW FIGURE 12-2 PLAN VIEW
251	2. WIND DESIGN FIGURE 12-3 ARRAY TOP VIEW
252	2.1 CODE DESIGN APPLICABILITY TABLE 12-1 CODE DESIGN APPLICABILITY
253	2.2 VELOCITY PRESSURE TABLE 26.9-1
254	EQUATION 26.10-1 2.3 DETERMINING EFFECTIVE WIND AREAS
255	FIGURE 12-4 ARRAY FRAMING VIEW
256	TABLE 12-2 EFFECTIVE AREA (A) FOR RAIL TO ROOF CONNECTION 2.4 EXTERNAL PRESSURE COEFFICIENT
257	FIGURE 30.3-2C
258	TABLE 12-3 GCp CALCULATION 2.5 EXPOSURE FACTOR
259	FIGURE 12-5 ARRAY TOP VIEW WITH DEFINED AREAS
260	FIGURE 12-6 ARRAY FRAMING VIEW WITH DEFINED GCp FACTORS ON PANELS
261	2.6 SOLAR ARRAY PRESSURE EQUALIZATION FACTOR
262	TABLE 12-4 PRESSURE EQUALIZATION FACTOR
263	2.7 DESIGN WIND PRESSURE EQUATION 29.4-7 FIGURE 12-7 SOLAR ARRAY DEPICTION SHOWING PANEL TO RAIL CONNECTION 2.7.1 SOLAR PANEL DESIGN
264	TABLE 12-5 SOLAR PANEL DESIGN WIND LOAD CALCULATION 2.7.2 SOLAR PANEL TO RAIL CONNECTION DESIGN
265	TABLE 12-6 SOLAR PANEL TO RAIL CONNECTION DESIGN WIND LOAD CALCULATION 2.7.3 RAIL DESIGN
266	TABLE 12-7 RAIL DESIGN WIND LOAD CALCULATION
267	2.7.4 RAIL TO ROOF CONNECTION DESIGN FIGURE 12-8 ARRAY FRAMING VIEW
268	FIGURE 12-9 SOLAR ARRAY DEPICTION SHOWING RAIL TO ROOF CONNECTIONS TABLE 12-8 RAIL TO ROOF CONNECTION DESIGN WIND LOAD CALCULATION
269	2.8 ROOF DESIGN 3. ITEMS NOT ADDRESSED IN THIS DESIGN EXAMPLE
270	4. REFERENCES
272	DESIGN EXAMPLE 13 ROOFTOP SOLAR PANELS PARALLEL TO ROOF SURFACE ON BUILDINGS OF ALL HEIGHTS AND ROOF SLOPES SPORTS COMPLEX OVERVIEW OUTLINE 1. BUILDING GEOMETRY AND LOADS 1.1 GIVEN INFORMATION
273	FIGURE 13-1 ELEVATION VIEW
274	FIGURE 13-2 PLAN VIEW 2. WIND DESIGN
275	FIGURE 13-3 ARRAY TOP VIEW
276	2.1 CODE DESIGN APPLICABILITY TABLE 13-1 CODE DESIGN APPLICABILITY
277	2.2 VELOCITY PRESSURE TABLE 26.9-1
278	EQUATION 26.10-1 2.3 DETERMINING EFFECTIVE WIND AREAS 2.4 EXTERNAL PRESSURE COEFFICIENT
279	FIGURE 30.3-2C TABLE 13-2 GCp CALCULATION
280	2.5 EXPOSURE FACTOR
281	FIGURE 13-4 ARRAY TOP VIEW
282	FIGURE 13-5A ARRAY 1W TOP VIEW
283	FIGURE 13-5B ARRAY 1E TOP VIEW
285	FIGURE 13-5C ARRAY 2W TOP VIEW
286	FIGURE 13-5D ARRAY 2E TOP VIEW
287	FIGURE 13-5E ARRAY 3C TOP VIEW
289	2.6 SOLAR ARRAY PRESSURE EQUALIZATION FACTOR TABLE 13-3 PRESSURE EQUALIZATION FACTOR 2.7 DESIGN WIND PRESSURE EQUATION 29.4-7 2.7.1 SOLAR PANEL DESIGN
290	TABLE 13-4 SOLAR PANEL DESIGN WIND LOAD CALCULATION 2.8 DISCUSSION
291	3. ITEMS NOT ADDRESSED IN THIS DESIGN EXAMPLE 4. REFERENCES
292	DESIGN EXAMPLE 14 SEISMIC DESIGN OF A LOW-PROFILE UNATTACHED SOLAR PV SYSTEM ON A LOW SLOPE ROOF OVERVIEW OUTLINE 1. SOLAR ARRAY GEOMETRY AND LOADS 1.1 GIVEN INFORMATION
293	FIGURE 14-1 ARRAY
294	2. SEISMIC DESIGN 2.1 EVALUATE SEISMIC REQUIREMENTS FOR PERMITTING UNATTACHED SOLAR ARRAYS ON THE ROOF 2.2 EVALUATE WHETHER THE ARRAY IS ADEQUATELY LOW-PROFILE 2.3 DETERMINE THE DESIGN SEISMIC DISPLACEMENT δmpv OF THE ARRAY EQUATION 13.6-1
295	2.4 DETERMINE THE MINIMUM SEPARATION BETWEEN ADJACENT ARRAYS 2.5 DETERMINE THE MINIMUM SEPARATION BETWEEN THE ARRAY AND A FIXED OBJECT ON THE ROOF 2.6 DETERMINE THE AMOUNT OF DIFFERENTIAL MOVEMENT THAT MUST BE ACCOMMODATED BY ALL ELECTRICAL CABLES THAT LEAD FROM ONE ARRAY TO ANOTHER ARRAY, OR FROM AN ARRAY TO A FIXED POINT ON THE ROOF 2.7 DETERMINE THE MINIMUM SEPARATION BETWEEN THE ARRAY AND THER ROOF EDGE
296	2.8 DETERMINE THE REQUIRED SEISMIC INTERCONNECTION STRENGTH WITHIN THE ARRAY
297	2.9 DETERMINE THE REQUIRED STRENGTH OF MEMBERS WITHIN THE ARRAY TO TRANSMIT SEISMIC FORCES TO EACH SUPPORT EQUATION 13.3-1
298	3. DISCUSSION 4. REFERENCES
300	DESIGN EXAMPLE 15 CONSIDERATION OF GRAVITY LOADS ON EXISTING ROOFS SUPPORTING SOLAR PV ARRAYS OVERVIEW OUTLINE
301	FIGURE 15-1 HISTOGRAM OF TYPICAL SOLAR PV AND SOLAR THERMAL PANEL WEIGHTS 1. DESIGN CONSIDERATIONS 1.1 ROOF LIVE LOADS
302	FIGURE 15-2 ROOF LIVE LOAD CAN BE OMITTED WHERE THE CLEAR DISTANCE FROM TOP OF ROOF TO UNDERSIDE OF PANELS IS NO MORE THAN 24 INCHES 1.2 ROOF LIVE LOAD OFFSET
303	1.3 CONCENTRATED LOADS FIGURE 15-3 IN WOOD FRAMED ROOFS, ROOF SHEATHING INTERCONNECTS RAFTERS SO THAT A CONCENTRATED LOAD ON ONE RAFTER TENDS TO BE SHARED WITH ADJACENT RAFTERS 1.4 CONCRETE SLAB AND STEEL FRAMED ROOFS
304	1.5 WOOD FRAMED ROOFS 1.5.1 TIMBER TRUSSES 1.6 CHANGES SINCE ORIGINAL DESIGN AND CONSTRUCTION
305	1.7 NOMENCLATURE 2. EXAMPLE: EXISTING WOOD FRAMED ROOFS 2.1 GIVEN INFORMATION 2.1.1 LOCATION
306	2.1.2 SOLAR PV LOAD CASES
307	FIGURE 15-4 THREE KINDS OF PV ARRAYS AND ASSOCIATED LOAD CASES
308	FIGURE 15-5 COMMERCIAL BUILDING A ROOF FRAMING, SUPPORTING PV-1 TYPE OF ARRAY AND LOADING
309	2.1.3 WIND VELOCITY PRESSURE 2.1.4 WIND DOWN LOAD ON ORIGINAL BUILDING, AND UNCOVERED AREAS BETWEEN PV PANELS 2.2 WIND DOWN LOAD ON JOISTS FOR THE PV-1 LOAD CASE
310	2.3 WIND DOWN LOAD ON JOISTS FOR THE PV-2 LOAD CASE
313	FIGURE 15-6 FLAT ROOF WIND ZONES FOR AREAS (A) COVERED BY SOLAR PANEL AND (B) NOT COVERED BY SOLAR PANELS
314	2.4 WIND DOWN LOAD ON JOISTS FOR THE PV-3 LOAD CASE 2.5 WIND UPLIFT ON ROOF JOISTS
315	2.5.1 WIND UPLIFT ON MOUNTS
317	2.6 SNOW LOADS 3. GENERALIZATION OF LOADING
318	FIGURE 15-7 MOMENTS ON JOISTS RESULTING FROM CONCENTRATED LOAD FROM PV PANEL MOUNTS 3.1 COMPARISON OF GENERALIZED LOADS
319	TABLE 15-1 LOAD COMBINATIONS
320	3.2 CONCENTRATED LOAD SHARING FACTOR
321	FIGURE 15-8 CONCENTRATED LOAD SHARING FACTOR AS A FUNCTION OF THE SHEATHING/RAFTER RELATIVE STIFFNESS RATIO TABLE 15-2 SHEATHING/RAFTER RELATIVE STIFFNESS RATIOS FOR CALCULATING
322	TABLE 15-3 SMEARED UNIFORM LOAD
323	3.3 COMPARING LOAD CASES
324	TABLE 15-4 EQUIVALENT UNIFORM JOIST LOADS, BOTH CORRECTED AND UNCORRECTED FOR LOAD DURATION, FOR COMMERCIAL BUILDINGS A AND B
325	3.4 DEMAND-CAPACITY RATIOS (DCRS)
326	TABLE 15-5 COMMERCIAL BUILDING A SHOWING LOAD CASES AND RESULTING STRESSES Fb AND DEMAND CAPACITY RATIOS DCR
327	TABLE 15-6 COMMERCIAL BUILDING B SHOWING LOAD CASES AND RESULTING STRESSES, fb AND DEMAND CAPACITY RATIOS, DCR
328	4. EVALUATION TRIGGERS 4.1 GRAVITY TRIGGER-ROOF JOISTS 4.2 GRAVITY TRIGGERS-GIRDERS AND COLUMNS
329	4.3 FOUNDATIONS 4.4 SEISMIC TRIGGERS 5. SUMMARY OF ROOF JOIST GRAVITY EVALUATION
330	5.1 SHEAR 5.2 CONNECTIONS 5.3 DEFLECTIONS 5.4 PONDING 5.5 DISCUSSION OF TABLES 15-5 AND 15-6 5.5.1 JOIST DEPTH
331	FIGURE 15-9 A STAGGERED MOUNT LAYOUT CREATES A QUASI-UNIFORM LOAD ON THE ROOF JOISTS
332	5.5.2 CONCENTRATED LOADS 5.5.3 DCRS GREATER THAN ONE 6. CONCLUSIONS
333	7. REFERENCES
336	DESIGN EXAMPLE 16 CARPORT SOLAR PV SYSTEMS OVERVIEW OUTLINE
337	FIGURE 16-1 FRAMING PLAN
338	FIGURE 16-2 ELEVATION
339	1. BUILDING GEOMETRY AND LOADS 1.1 GIVEN INFORMATION TABLE 4-1 TABLE 26.10-1
340	1.2 ROOF LIVE LOADS 1.3 SEISMIC DESIGN FORCES
341	TABLE 12.2-1.G-2 EQUATION 12.8-1 1.4 WIND DESIGN FORCES (MWFRS)
342	TABLE 16-1 MWFRS NET PRESSURE COEFFICIENTS FOR CLEAR WIND FLOW TABLE 16-2 MWFRS NET DESIGN PRESSURES FOR CLEAR WIND FLOW
343	FIGURE 16-3 SUMMARIZES THE NET DESIGN PRESSURES DISTRIBUTION ON THE CROSS BEAM FIGURE 16-3 MWFRS WIND LOADING DIAGRAM
344	1.5 COMBINATIONS OF LOADS (MWFRS) 1.6 DESIGN REQUIREMENTS FOR MWFRS
345	FIGURE 16-4 APPLIED FORCE DIAGRAM TABLE 16-3 JOINT LOADS
346	1.7 WIND DESIGN FORCES (C&C) EQUATION 30.7-1 EQUATION 26.10-1 FIGURE 16-5 SUMMARY OF C&C ZONES
347	TABLE 16-4 C&C NET PRESSURE COEFFICIENTS FOR CLEAR WIND FLOW TABLE 16-5 C&C NET DESIGN PRESSURES FOR CLEAR WIND FLOW
349	1.8 COMBINATIONS OF LOADS (C&C) TABLE 16-6 DISTRIBUTED LOADS (y-axis/z-axis) plf
350	FIGURE 16-6 LOAD, SHEAR, AND BENDING MOMENT DIAGRAMS FOR D+0.6W
351	2. ADDITIONAL CONSIDERATIONS 2.1 FOUNDATIONS 2.2 WIND LOADS ACTING ON BEAMS, COLUMNS, AND PURLINS 2.3 SNOW LOADING FIGURE 16-7 UNBALANCED SNOW LOADING DIAGRAM
352	FIGURE 16-8 PARTIAL SNOW-LOADING DIAGRAM 2.4 CARPORTS WITH A TILT LESS THAN 5 DEGREES
353	2.5 WIND LOADING ON TRANSVERSE FRAMES
354	ICC EVALUATION SERVICE
355	HELPFUL RESOURCES FOR YOUR IBC®

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Standard Title	Wind Design Manual Based on the 2018 IBC and ASCE/SEI 7-16 Examples for Wind Forces on Buildings and Solar Photovoltaic Systems
Published Code	ICC
Publication Date	2018
Pages Count	355

ICC IBC SEAOC WDM 2018

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