Handwritten answers only pls. #1 The second story floor plan of a light storage warehouse is shown below.1. Illustrate in plan view how the floor loads are transferred to all supportingbeams and girders.2. Calculate the loads from the floor acting on Columns G and I. Draw theidealized loading diagrams for all members that must be considered to calculate theloads acting on these two columns.Dead Loads:• The shaded office area has an 8" thick reinforced concrete floor slab as does thecantilever balcony.•The remaining space (with the exception of the opening) has a 6" thick reinforcedconcrete floor slab.•●●••●Live Loads:0All slabs have a 10 psf superimposed dead load.All exterior girders (drawn as thick lines) carry a 600 lb./ft. load from exteriorwalls.0Beams BE, EH, and HI carry a 300 lb./ft. load from interior partition walls.Assume all exterior girders are W21x101 steel beams (note: 21 is the nomindepth of the beam in inches and 101 is the self-weight in lb./ft.)Assume all interior beams are W18x86.Assume a unit weight of 150 lb./ft.³ for the concrete slabs.Office and balcony areas have a live load of 50 lb./ft.²The remaining space (with the exception of the opening) has live load of 125 psf.10'10'Open toBelow12'B20¹CantileverBalcony0412'6'6'

Answered: The second story floor plan of a light…

The second story floor plan of a light storage warehouse is shown below. 1. Illustrate in plan view how the floor loads are transferred to all supporting beams and girders.

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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