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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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