DESIGN OF RECTANGULAR BEAM AND ONE-WAY SLABS Problem: Design a rectangular beam given the following: beam is simply supported beam span is 25 ft reinforcing bar to be used is Grade 60 concrete's compressive strength is 3000 psi dead load is 1.8 k/ft (excluding beam weight) live load is 1.5 k/ft assume concrete weighs 150 lb/ft Draw the beam detail.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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DESIGN OF RECTANGULAR BEAM AND ONE-WAY SLABS
Problem: Design a rectangular beam given the following:
beam is simply supported
beam span is 25 ft
reinforcing bar to be used is Grade 60
concrete's compressive strength is 3000 psi
dead load is 1.8 k/ft (excluding beam weight)
live load is 1.5 k/ft
assume concrete weighs 150 lb/ft
Draw the beam detail.
Transcribed Image Text:DESIGN OF RECTANGULAR BEAM AND ONE-WAY SLABS Problem: Design a rectangular beam given the following: beam is simply supported beam span is 25 ft reinforcing bar to be used is Grade 60 concrete's compressive strength is 3000 psi dead load is 1.8 k/ft (excluding beam weight) live load is 1.5 k/ft assume concrete weighs 150 lb/ft Draw the beam detail.
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