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On the plan view, sketch the load paths for the floor. Draw the free body diagram for beam JKL. Draw the FBD for beam EH. Draw the shear diagram for beam EH. ● Draw the moment diagram for beam EH. ● ● o All floor slabs are 6 inch thick reinforced concrete. o Neglect the self-weight of the beams. o Unit weight of reinforced concrete is 150 lb/ft.³ o Neglect Live Loads (assume Live Load = 0 lb/ft.²). 10 ft. 10 ft. 20 ft. 15 ft. K * Figure 2 15 ft. E 'Н Open to Below 20 ft. M

On the plan view, sketch the load paths for the floor. Draw the free body diagram for beam JKL. Draw the FBD for beam EH. Draw the shear diagram for beam EH. ● Draw the moment diagram for beam EH. ● ● o All floor slabs are 6 inch thick reinforced concrete. o Neglect the self-weight of the beams. o Unit weight of reinforced concrete is 150 lb/ft.³ o Neglect Live Loads (assume Live Load = 0 lb/ft.²). 10 ft. 10 ft. 20 ft. 15 ft. K * Figure 2 15 ft. E 'Н Open to Below 20 ft. M

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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● ● ● On the plan view, sketch the load paths for the floor. Draw the free body diagram for beam JKL. Draw the FBD for beam EH. Draw the shear diagram for beam EH. Draw the moment diagram for beam EH. o All floor slabs are 6 inch thick reinforced concrete. o Neglect the self-weight of the beams. o Unit weight of reinforced concrete is 150 lb/ft.³ o Neglect Live Loads (assume Live Load = 0 lb/ft.²). 10 ft. 10 ft. * 20 ft. A 15 ft. 'K * Figure 2 15 ft. B H Open to Below 20 ft. M
Transcribed Image Text:● ● ● On the plan view, sketch the load paths for the floor. Draw the free body diagram for beam JKL. Draw the FBD for beam EH. Draw the shear diagram for beam EH. Draw the moment diagram for beam EH. o All floor slabs are 6 inch thick reinforced concrete. o Neglect the self-weight of the beams. o Unit weight of reinforced concrete is 150 lb/ft.³ o Neglect Live Loads (assume Live Load = 0 lb/ft.²). 10 ft. 10 ft. * 20 ft. A 15 ft. 'K * Figure 2 15 ft. B H Open to Below 20 ft. M
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