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SITUATION. A propped cantilever beam is 10 m long. Its flexural capacity is 680 kN-m and its web shear capacity is 820 kN. Flexural rigidity of the beam is 950,000 KN-m2. Find the allowable load w (kN/m) on the beam based on the its flexural capacity. 77.7 65.6 54.4 43.4 Find the allowable load w (kN/m) based on its shear capacity. 218.7 82.0 O 128.7 131.2

SITUATION. A propped cantilever beam is 10 m long. Its flexural capacity is 680 kN-m and its web shear capacity is 820 kN. Flexural rigidity of the beam is 950,000 KN-m2. Find the allowable load w (kN/m) on the beam based on the its flexural capacity. 77.7 65.6 54.4 43.4 Find the allowable load w (kN/m) based on its shear capacity. 218.7 82.0 O 128.7 131.2

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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SITUATION. A propped cantilever beam is 10 m long. Its flexural capacity is 680 kN-m and its web shear capacity is 820 kN. Flexural rigidity of the beam is 950,000 kN-m2. Find the allowable load w (kN/m) on the beam based on the its flexural capacity. 77.7 65.6 54.4 43.4 Find the allowable load w (kN/m) based on its shear capacity. 218.7 82.0 O 128.7 131.2
Transcribed Image Text:SITUATION. A propped cantilever beam is 10 m long. Its flexural capacity is 680 kN-m and its web shear capacity is 820 kN. Flexural rigidity of the beam is 950,000 kN-m2. Find the allowable load w (kN/m) on the beam based on the its flexural capacity. 77.7 65.6 54.4 43.4 Find the allowable load w (kN/m) based on its shear capacity. 218.7 82.0 O 128.7 131.2
The propped is removed resulting to displacement at the free end of the beam. Using the allowable load computed, find the camber required (mm) to offset the beam deflection at the free end. 102.2 86.3 172.6 71.6
Transcribed Image Text:The propped is removed resulting to displacement at the free end of the beam. Using the allowable load computed, find the camber required (mm) to offset the beam deflection at the free end. 102.2 86.3 172.6 71.6
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