(i) Determine the rivet value of 20 mm diameter rivets connecting 10 mm plate and is in (a) single shear and (b) double shear. The permissible stresses for rivets in shear and bending are 80 MPa and 250 MPa respectively and for plate in bearing is 250 MPa. (ii) The one-way slab of a reading room is estimated to have a thickness of 100 mm along with thickness of finishing as 75 mm. The slab is to carry a live load of 4 kN/m². Determine the factored loads (a) for strength, and (b) for serviceability limit states. Take Unit weight of concrete as 25 kN/m³ and finishing as 22 kN/m³.

(i) Determine the rivet value of 20 mm diameter rivets connecting 10 mm plate and is in (a) single shear and (b) double shear. The permissible stresses for rivets in shear and bending are 80 MPa and 250 MPa respectively and for plate in bearing is 250 MPa. (ii) The one-way slab of a reading room is estimated to have a thickness of 100 mm along with thickness of finishing as 75 mm. The slab is to carry a live load of 4 kN/m². Determine the factored loads (a) for strength, and (b) for serviceability limit states. Take Unit weight of concrete as 25 kN/m³ and finishing as 22 kN/m³.

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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Dicuss one way shear
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