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1. Give the dead load in psf for the floor and wall section below. Do not round 3/4" wood paneling 4 7/8" wood lath and plaster 2x6 @ 24" O.C. 3/4" ceramic tile 2-1/2" normal weight concrete 1-1/8" plywood 5/8" gypsum wallboard 1/2" plywood 2x10 joist @ 12" O.C.

1. Give the dead load in psf for the floor and wall section below. Do not round 3/4" wood paneling 4 7/8" wood lath and plaster 2x6 @ 24" O.C. 3/4" ceramic tile 2-1/2" normal weight concrete 1-1/8" plywood 5/8" gypsum wallboard 1/2" plywood 2x10 joist @ 12" O.C.

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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1. Give the dead load in psf for the floor and wall section below. Do not round 3/4" wood paneling 4 7/8" wood lath and plaster 2x6 @ 24" O.C. 3/4" ceramic tile 2-1/2" normal weight concrete 1-1/8" plywood 5/8" gypsum wallboard 1/2" plywood 2x10 joist @ 12" O.C. Answer both questions using ASD (Use applicable Load Combinations to give largest loads) 2. Find the maximum moment, maximum shear and maximum deflection allowed for the given situation: Dead load = 22 psf and live load = 40 psf (residential floor). The joists are spanning 12' spaced at 16" O.C. Find the maximum moment maximum shear and maximum deflection allowed: Dead load - 15
Transcribed Image Text:1. Give the dead load in psf for the floor and wall section below. Do not round 3/4" wood paneling 4 7/8" wood lath and plaster 2x6 @ 24" O.C. 3/4" ceramic tile 2-1/2" normal weight concrete 1-1/8" plywood 5/8" gypsum wallboard 1/2" plywood 2x10 joist @ 12" O.C. Answer both questions using ASD (Use applicable Load Combinations to give largest loads) 2. Find the maximum moment, maximum shear and maximum deflection allowed for the given situation: Dead load = 22 psf and live load = 40 psf (residential floor). The joists are spanning 12' spaced at 16" O.C. Find the maximum moment maximum shear and maximum deflection allowed: Dead load - 15
Expert Solution
Step 1 Given

Floor section - 

3"4 ceramic tile

2-1"2 normal weight concrete

1-1"8 plywood

7"8 wood lath and plaster

2×10 joist @ 12" O.C.

 

Wall section - 

2×6@ 24" O.C.

5"8 gypsum wallboard

1"2 plywood

3"4 wood paneling

 

To be find - 

  • Net dead load of floor
  • Net wall load

 

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