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Design B1, B2, B3, G1, G2, S1, and S2 of the floor framing plan shown, Given with factored loads, the concretes compressive strength is 20.7 MPa, the reinforcing bars yield strength is 276 MPa, beam dimension are 250mm x 500mm, diameter of deck and web reinforcement bars = 12mm. DESIGN THE SHEAR AND SLAB REINFORCEMENT ONLY

Design B1, B2, B3, G1, G2, S1, and S2 of the floor framing plan shown, Given with factored loads, the concretes compressive strength is 20.7 MPa, the reinforcing bars yield strength is 276 MPa, beam dimension are 250mm x 500mm, diameter of deck and web reinforcement bars = 12mm. DESIGN THE SHEAR AND SLAB REINFORCEMENT ONLY

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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Design B1, B2, B3, G1, G2, S1, and S2 of the floor framing plan shown, Given with factored loads, the concretes compressive strength is 20.7 MPa, the reinforcing bars yield strength is 276 MPa, beam dimension are 250mm x 500mm, diameter of deck and web reinforcement bars = 12mm.

DESIGN THE SHEAR AND SLAB REINFORCEMENT ONLY

Design B1, B2, B3, G1, G2, S1, and S2 of the floor framing plan shown. Given with factored loads, the concrete's compressive strength is 20.7 MPa, the reinforcing bars' yield strength is 276 MPa, beam dimensions are 250mm x 500mm, diameter of deck and web reinforcement bars = 12 mm. 3.5 m 3.5 m 3.5 m 3.5 m 3.5 m (в - з (B - 3) (B- 3) (B - 3) св - з (в - з 6 m 10 kN/m? 10 kN/m 10 kN/m 10 kN/m? 10 kN/m Column (G- 2) Stair well 2 m (G- 1) Slab 1 Slab 2 6 m (в — 2) (B - 1) (в — 1) (B - 2) 10 kN/m? 5 kN/m 5 kN/m 5 kN/m 10 kN/m
Transcribed Image Text:Design B1, B2, B3, G1, G2, S1, and S2 of the floor framing plan shown. Given with factored loads, the concrete's compressive strength is 20.7 MPa, the reinforcing bars' yield strength is 276 MPa, beam dimensions are 250mm x 500mm, diameter of deck and web reinforcement bars = 12 mm. 3.5 m 3.5 m 3.5 m 3.5 m 3.5 m (в - з (B - 3) (B- 3) (B - 3) св - з (в - з 6 m 10 kN/m? 10 kN/m 10 kN/m 10 kN/m? 10 kN/m Column (G- 2) Stair well 2 m (G- 1) Slab 1 Slab 2 6 m (в — 2) (B - 1) (в — 1) (B - 2) 10 kN/m? 5 kN/m 5 kN/m 5 kN/m 10 kN/m
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