kN/m' and flange width Find the shear live (VL) and (V₁) for int и Q5/ The given data of a deck slab bridge are: Truck MS-18, clear span is 8 m, clear width is 6 m, wearing surface 2 kN/m², Ye = 24 kN/m', fs = 170 MPa, fc'=25 MPa thickness of deck slab is 400 mm, seat width is 500 mm. Find the main and distributed steel reinforcement areas for the deck slab. Assume (d=ts-30) mm, fe-0.4fc',k-0.45. -10kN/ma circular RC tank of fixed base and having: 1-310mm H=7m D=-18m fa Im ve

kN/m' and flange width Find the shear live (VL) and (V₁) for int и Q5/ The given data of a deck slab bridge are: Truck MS-18, clear span is 8 m, clear width is 6 m, wearing surface 2 kN/m², Ye = 24 kN/m', fs = 170 MPa, fc'=25 MPa thickness of deck slab is 400 mm, seat width is 500 mm. Find the main and distributed steel reinforcement areas for the deck slab. Assume (d=ts-30) mm, fe-0.4fc',k-0.45. -10kN/ma circular RC tank of fixed base and having: 1-310mm H=7m D=-18m fa Im ve

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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