Wind Bracing Systems - VP Buildings

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Post and Beam Stability 46
Alternative <strong>Bracing</strong> Methods Notes About Portal <strong>Bracing</strong> • More expensive than rod • Flexible, not as stiff as diagonal bracing • Maximum eave height of 20’ • Special clearances possible 47
Page 1 and 2: Bracing Systems 1
Page 3 and 4: Wind Bracing Systems HOW BRACING WO
Page 5 and 6: Wind Bracing Systems Load Dispersal
Page 15 and 16: Transverse (Perpendicular to Sidewa
Page 17 and 18: Standard EP Location 17
Page 19 and 20: Wind Bracing If possible, keep endp
Page 21 and 22: Wind Bracing Systems Standard Braci
Page 23 and 24: Diagonal Rod Bracing Notes about Di
Page 25 and 26: Diagonal Rods 25
Page 27 and 28: Alternate Diagonal Bracing 27
Page 29 and 30: Coupling Nuts 29
Page 31 and 32: Angle Bracing 31
Page 33 and 34: Angle Bracing 33
Page 35 and 36: Alternative Bracing Methods Torsion
Page 37 and 38: No Torsional Allowed if… 37
Page 39 and 40: Rod Brace to Floor 39
Page 41 and 42: Alternative Bracing Methods Portal
Page 43 and 44: Portal Bracing 43
Page 45: Post and Beam Stability • Automat
Page 49 and 50: Portal Bracing 49
Page 51 and 52: Alternative Bracing Methods Portal
Page 53 and 54: Portal Frame (1/2” offset) 53
Page 55 and 56: Portal Frame 55
Page 57 and 58: Portal Frame 57
Page 59 and 60: Alternative Bracing Methods Eave Fl
Page 61 and 62: Bracing Comparisons (Building Size
Page 63 and 64: Tube Strut 63
Page 65 and 66: Rod Bracing at Truss Frame 65
Page 67: No Bracing?!?!?! • As erection pr
Page 71: Bracing Tips • Bracing most effec

Wind Bracing Systems - VP Buildings

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