1. Calculate the ASD available flexural strength of a W21x62 A572 steel section (S=127.0 in³). M' kip-ft 2. Use the beam conversion table to find the equivalent glulam size that can be substituted for a W21x62 in a floor system (Cp=1). bx d =

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1. Calculate the ASD available flexural strength of a W21x62 A572 steel section (S=127.0
in³).
M':
kip-ft
2. Use the beam conversion table to find the equivalent glulam size that can be substituted
for a W21x62 in a floor system (CD=1).
bx d
3. Determine the glulam span length for a span-to-length ratio L/d=21.
L =
ft
4. Calculate the volume factor for the equivalent glulam.
Cy =
5. Calculate the adjusted bending strength of the equivalent glulam. Use Cp=1.
bx
psi
6. Calculate the ASD available flexural strength of the equivalent glulam.
M' =
kip-ft
Transcribed Image Text:1. Calculate the ASD available flexural strength of a W21x62 A572 steel section (S=127.0 in³). M': kip-ft 2. Use the beam conversion table to find the equivalent glulam size that can be substituted for a W21x62 in a floor system (CD=1). bx d 3. Determine the glulam span length for a span-to-length ratio L/d=21. L = ft 4. Calculate the volume factor for the equivalent glulam. Cy = 5. Calculate the adjusted bending strength of the equivalent glulam. Use Cp=1. bx psi 6. Calculate the ASD available flexural strength of the equivalent glulam. M' = kip-ft
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