CE 323 - PMnU PLES OF RE INFORCED / PRESTNESSED CONCRETE DESAGN C LECTMNE)ASSIGN MENT #3,1OPIC: DECLGN OF RECYANG ULAN reinFonLED conereTE BEAM (Fse TEnGion Only)Problem: A simply suported reim fored cmenete beam carries a londas ehon - Design the size a the rein foreud corerete beam(For tension reinfteement mly)"Allowables: fúz w.7 MPa wormal wt couete(8en= 23.56 kW)m?>fy= 415 MPa.Eg= 200, 000 MPA - peguirement.%3D4) D'aur the thear and mment.b) check if the reinfrement iswithin fhe li mit' a the NSCPSpecificutiom .Figure 2.0PL= 35 Nservice líve load wh= 20 kNm -2,omdead bad t wtof beam Wa= s k/m.At3, 20 m .Use buy = 280 mm •L= 6, 0m

f'c= 20.7 MPa fy=415 MPa Es=2*105 MPa bw = 280 mm

Problem: A simply supported reinforced concrute beam carries a load as shown. Design the size of the reinforced concrete beam (For tension reinforcement only)" Allowables: fú= 20.7 MPa fy = 415 MPa. normal wot. Concrete (8 cm = 23.56 kN/m²³) Es= 200,000 MPa. Figure 2.0 A 2,0m P₁= 135 KN A L=6,0m 3.20m. Requirements. a) Draw the shear and moment. b) check if the reinforcement is within the limit specification. of the the NSCP • service live load W₁ = 20 kN/m. · dead load + lot of beam WOL= 15.KN/m. B Use bar = 280 mm- TOK

Problem: A simply supported reinforced concrute beam carries a load as shown. Design the size of the reinforced concrete beam (For tension reinforcement only)" Allowables: fú= 20.7 MPa fy = 415 MPa. normal wot. Concrete (8 cm = 23.56 kN/m²³) Es= 200,000 MPa. Figure 2.0 A 2,0m P₁= 135 KN A L=6,0m 3.20m. Requirements. a) Draw the shear and moment. b) check if the reinforcement is within the limit specification. of the the NSCP • service live load W₁ = 20 kN/m. · dead load + lot of beam WOL= 15.KN/m. B Use bar = 280 mm- TOK

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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