With detailed solution The 10m long beam shown in the figure has a total superimposed load of 40 kN/m and the prestressed force "P".Unit weight of concrete = 23.5 kN/m³. Consider 15% losses.P800 mm400 mm40 kN/m200 mm♥ ▼ ▼2MOITATUMO P. VI9 M-OT ADMIdose 101il nl .noiJoip Isve201e01 801 011900nwondnu ns paid Isw bedasia.godDetermine the maximum prestress force P (in kN) if the permissible compressive stress at midspan under servicecondition should not exceed 12 MPa.que sge91dugmo28:noiduloa

Length of beam, L=10 m Unit weight of concrete, γ=23.5 kN/m3 total superimposed load (Live load),…

The 10m long beam shown in the figure has a total superimposed load of 40 kN/m and the prestressed force "P". Unit weight of concrete = 23.5 kN/m³. Consider 15% losses. P 800 mm 400 mm 40 kN/m 200 mm 2MOITATUMO P. VI Р 98100D t- siad dose bauoip Isvel visist 801 011 bo Determine the maximum prestress force P (in kN) if the permissible compressive stress at midspan under service condition should not exceed 12 MPa. 06 90

The 10m long beam shown in the figure has a total superimposed load of 40 kN/m and the prestressed force "P". Unit weight of concrete = 23.5 kN/m³. Consider 15% losses. P 800 mm 400 mm 40 kN/m 200 mm 2MOITATUMO P. VI Р 98100D t- siad dose bauoip Isvel visist 801 011 bo Determine the maximum prestress force P (in kN) if the permissible compressive stress at midspan under service condition should not exceed 12 MPa. 06 90

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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