Problem 2 (Pro 4.4 Textbook modified):Draw FBDS and show load conditions for B-1, G-1, interior column, C1.72'Loads:B-= 25 psf= 10 psf-2XFRAMINGJOISTS 16' d.c.W/PLYWODDSHEATHINGSLB-(TYP)Roofing and joists(deck)%3DGLU-LAMiOLUMNSTruss joist3 psf5 psfBeams B-1 and B-2 = 15#/ft.Girders G-1 and G-2 = 50 #/ft.C1%3DInsul., mech., elec.%3DTRYSJOISTS%3D%3D24' ļ 24'24'RAOF FRAMING PLAN4040

Roof dead load, Roof and joists = 10 psf Insulation, Mech, Elec= 5 psf Total roof dead load, D= 15…

Answered: Problem 2 (Pro 4.4 Textbook modified):…

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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Per the ACI, what is the minimum girder depth (Select a uniform depth for all girders) Material properties are: - Concrete weight: wt = 150 pcf - Concrete compressive strength: f' = 4000 psi - Steel tensile strength: fy = 60 ksi - Stirrup consists of #4 bar - Framing members are not exposed to weather or in contact with soil. Answer from: 24", 30", 36", 28" 30-0¹ B4 Member Solid one- way slabs D4 83 Colm - % 30-07 Dean /16 -Sab Mark 3 co B 30/0 82 D2 TABLE 9.5(a) MINIMUM THICKNESS OF NONPRESTRESSED BEAMS OR ONE-WAY SLABS UNLESS DEFLECTIONS ARE CALCULATED U/18.5 -Ginder 15 Minimum thickness, h One end Both ends Simply supported continuous continuous Cantilever Members not supporting or attached to partitions or other construction likely to be damaged by large deflections €20 1/24 /28 /10 40-0 Beams or ribbed one- way slabs Notes: Values given shall be used directly for members with normalweight concrete and Grade 60 reinforcement. For other conditions, the values shall be modified as…

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