Use:1. For the given framing plan, draw load diagrams for all beams and girders, anddetermine support reactions.15 ft15 ft15 ft15 ftH40 ftLive load = 110 PSF40 ft40 ftDead load excluding weight of concrete slabThickness of concrete slab = 5 inch= 15 PSFN--J 1I 2543Show 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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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).

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

Section: Chapter Questions

Problem 1P

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