Question 2sketches of cross sections including bar sizes, arrangement, and spacing. Assume concrete weighs 150 lb/ft³.fy = 60000 psi and f. = 4000 psi.Design rectangular sections for the beams shown. Beam weights are not included. ShowPL=24 kPL= 24 kWp =2 k/ft10 ft10 ft-10 ft--30 ftUse p=0.18f.

Given data; assume concrete weight of rectangular…

Question 24 sketches of cross sections including bar sizes, arrangement, and spacing. Assume concrete weighs 150 lb/ft³. = 60000 psi and f. = 4000 psi. Design rectangular sections for the beams shown. Beam weights are not included. Show fy P=24 k PL= 24 k 2 k/ft 10 ft- 10 ft 10 ft -30 ft- 0.18f Use p =

Question 24 sketches of cross sections including bar sizes, arrangement, and spacing. Assume concrete weighs 150 lb/ft³. = 60000 psi and f. = 4000 psi. Design rectangular sections for the beams shown. Beam weights are not included. Show fy P=24 k PL= 24 k 2 k/ft 10 ft- 10 ft 10 ft -30 ft- 0.18f Use p =

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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A rectangular beam has a width of 280 mm and an effective depth of 500 mm. It has a reinforcement area of 4072 sq. mm at the bottom. fc' = 25 MPa, fy = 414 MPa. c) Determine the value of "Mu"
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