1. For the given framing plan, draw load diagrams for all beams and girders, and determine support reactions. 15 ft 15 ft 15 ft 15 ft Use: 40 ft H 40 ft HM 40 ft 1 2 Live load = 110 PSF Dead load excluding weight of concrete slab = 15 PSF Thickness of concrete slab = 5 inch Show your final results in a table indicating the beam/girder # and the total load over it (use line diagrams to represent a beam or girder and then show the load over it).

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Use:
1. For the given framing plan, draw load diagrams for all beams and girders, and
determine support reactions.
15 ft
15 ft
15 ft
15 ft
H
40 ft
Live load = 110 PSF
40 ft
40 ft
Dead load excluding weight of concrete slab
Thickness of concrete slab = 5 inch
= 15 PSF
N
-
-J 1
I 2
5
4
3
Show your final results in a table indicating the beam/girder # and the total load over it
(use line diagrams to represent a beam or girder and then show the load over it).
Transcribed Image Text:Use: 1. For the given framing plan, draw load diagrams for all beams and girders, and determine support reactions. 15 ft 15 ft 15 ft 15 ft H 40 ft Live load = 110 PSF 40 ft 40 ft Dead load excluding weight of concrete slab Thickness of concrete slab = 5 inch = 15 PSF N - -J 1 I 2 5 4 3 Show your final results in a table indicating the beam/girder # and the total load over it (use line diagrams to represent a beam or girder and then show the load over it).
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