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Q:: Using fc'-25 MPa, fy 420 MPa, self- weight neglected, Wu on slab is 25 kN/m2 to answer the problems: 1-Is the proposed slab thickness adequate for ACI requirements for deflection control? 2-ls reinforcement adequate for interior negative bending mmoments that 7000 7000 200 the proposed 3000 3000 300

Q:: Using fc'-25 MPa, fy 420 MPa, self- weight neglected, Wu on slab is 25 kN/m2 to answer the problems: 1-Is the proposed slab thickness adequate for ACI requirements for deflection control? 2-ls reinforcement adequate for interior negative bending mmoments that 7000 7000 200 the proposed 3000 3000 300

Structural Analysis
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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Q: Using fc'=25 MPa, fy 420 MPa, self- weight neglected, Wu on slab is 25 kN/m2 to answer the problems: 1-Is the proposed slab thickness adequate for ACI requirements for deflection control? the 7000 7000 200 2-ls proposed reinforcement adequate for interior negative bending moments that acting on beam?(50%) 3000 3000 300
Transcribed Image Text:Q: Using fc'=25 MPa, fy 420 MPa, self- weight neglected, Wu on slab is 25 kN/m2 to answer the problems: 1-Is the proposed slab thickness adequate for ACI requirements for deflection control? the 7000 7000 200 2-ls proposed reinforcement adequate for interior negative bending moments that acting on beam?(50%) 3000 3000 300
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