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The sketch below represents an ordinary flat roof of a building. The beams support the roofing material. The roof supports a live load of 40 psf. D 10 ft Roofing Material K Roofing Open for an Roofing 20 ft elevator Material Material L. B G Roofing Material 10 ft H 20 ft 20 ft 20 ft a) Draw a free body diagram of becam A-H showing any point loads or line loads (since the beam size and roofing material are not given you may ignore the dead load effects and just include live load) b) Calculate the load transferred to column H from beam A-H based on the loading in (a)

The sketch below represents an ordinary flat roof of a building. The beams support the roofing material. The roof supports a live load of 40 psf. D 10 ft Roofing Material K Roofing Open for an Roofing 20 ft elevator Material Material L. B G Roofing Material 10 ft H 20 ft 20 ft 20 ft a) Draw a free body diagram of becam A-H showing any point loads or line loads (since the beam size and roofing material are not given you may ignore the dead load effects and just include live load) b) Calculate the load transferred to column H from beam A-H based on the loading in (a)

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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The sketch below represents an ordinary flat roof of a building. The beams support the roofing material. The roof supports a live load of 40 psf. D 10 ft Roofing Material K Roofing Open for an Roofing 20 ft elevator Material Material L. B G Roofing Material 10 ft H 20 ft 20 ft 20 ft a) Draw a free body diagram of becam A-H showing any point loads or line loads (since the beam size and roofing material are not given you may ignore the dead load effects and just include live load) b) Calculate the load transferred to column H from beam A-H based on the loading in (a)
Transcribed Image Text:The sketch below represents an ordinary flat roof of a building. The beams support the roofing material. The roof supports a live load of 40 psf. D 10 ft Roofing Material K Roofing Open for an Roofing 20 ft elevator Material Material L. B G Roofing Material 10 ft H 20 ft 20 ft 20 ft a) Draw a free body diagram of becam A-H showing any point loads or line loads (since the beam size and roofing material are not given you may ignore the dead load effects and just include live load) b) Calculate the load transferred to column H from beam A-H based on the loading in (a)
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