Compute the total net deflection of the simply-supported beam with the following properties listed below. (Include the sign if it is negative) Properties: Length = 12 m Width = 334 mm Depth = 482 mm %3D eccentricity = 136 mm Ec = 17,095.86 MPa Prestressing Force = 493 kN Unit weight of concrete = 22.25 kN/m3

Compute the total net deflection of the simply-supported beam with the following properties listed below. (Include the sign if it is negative) Properties: Length = 12 m Width = 334 mm Depth = 482 mm %3D eccentricity = 136 mm Ec = 17,095.86 MPa Prestressing Force = 493 kN Unit weight of concrete = 22.25 kN/m3

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Find the short term and long term deflections of the type 1 prestressed concrete beam shown in Fig. 8.3. The beam has a rectangular cross- section of 0.3 m × 0.6 m and a effective span of 16 m. 0.1: +0.2 0.24 0.1 4 8 m fc= 50 N/ mrn? 800' KN. Pe- G50 KN
For a simply supported prestressed concrete bearn, compute the stress in the top fiber at midspan due to prestressing force and service loads after transfer. Loss of prestressing force = 20%. Properties of the beam are: Width of the bearn, b: 242 mm; Depth of the %3D beam, d: 417 mm; Concrete cover of the bearn, cc: 61 mm; Prestressing Force, P: 574 KN; Superimposed Load, w: 14 KN/m; Length of the beam, L: 9 m. Stress is in unit MPa. Write only the value of your final answer. w (including selfweight) W „P.
Please write the complete solution neatly
civil Engineering reinforced concrete
Question
For a simply supported prestressed concrete beam, compute the stress in the top fiber at the centerline. Properties of the beam are: Width of the beam, b: 222 mm; Depth of the beam, d: 396 mm; Eccentricity of the beam, e: 177 mm; Prestressing Force, P: 541 KN; Superimposed Load, w: 8 KN/m; Length of the beam, L: 11 m. Stress is in unit MPa. Write only the value of your final answer. w (including selfweight) 000