1. Determine whether the beam shown is adequate for combined bending loads. The floor-to-floor height is 12 ft.; the beam span is 15ft. and is unbraced for this length on both the x- and y-axes. The loads shown are service loads. Mnx = 146.67 ft kips. D= 1.25 kips/ft. L= 1.75 kips/ft. W14 × 34 ASTM A992 - W wind load = 15 psf

Structural Analysis
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Chapter2: Loads On Structures
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Determine whether the beam shown is adequate for combined bending loads. The floor-to-floor height is 12 ft.; the beam span is 15ft. and is unbraced for this length on both the x- and y-axes. The loads shown are service loads. Mnx = 146.67 ft kips.

1. Determine whether the beam shown is adequate for combined bending loads. The floor-to-floor height is 12 ft.; the beam span is 15ft. and is unbraced for this length on
both the x- and y-axes. The loads shown are service loads. Mnx = 146.67 ft kips.
D= 1.25 kips/ft.
L = 1.75 kips/ft.
W14 X 34
ASTM A992
W
wind load = 15 psf
Transcribed Image Text:1. Determine whether the beam shown is adequate for combined bending loads. The floor-to-floor height is 12 ft.; the beam span is 15ft. and is unbraced for this length on both the x- and y-axes. The loads shown are service loads. Mnx = 146.67 ft kips. D= 1.25 kips/ft. L = 1.75 kips/ft. W14 X 34 ASTM A992 W wind load = 15 psf
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