Q1: A slab having a grid of 5x6m, with interior beams and without edge beams, with (400x400)mm columns, the slab is to carry a total dead load (including slab weight) of 4.0kN/m², and live load 5kN/m², fe' = 25MPa, fy= 350MPa, bw-300mm, h=600mm, thickness of slab is hs = 15cm. Answer of the following (note: all dimensions are in meters) a) Find the column strip bending moment in the short direction. b) Check the slab shear strength at an exterior edge column of the Panel 1 corner. 6 6 6 5 P1 + + 5 5
Q1: A slab having a grid of 5x6m, with interior beams and without edge beams, with (400x400)mm columns, the slab is to carry a total dead load (including slab weight) of 4.0kN/m², and live load 5kN/m², fe' = 25MPa, fy= 350MPa, bw-300mm, h=600mm, thickness of slab is hs = 15cm. Answer of the following (note: all dimensions are in meters) a) Find the column strip bending moment in the short direction. b) Check the slab shear strength at an exterior edge column of the Panel 1 corner. 6 6 6 5 P1 + + 5 5
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Q1: A slab having a grid of 5x6m, with interior beams and without edge beams, with
(400x400)mm columns, the slab is to carry a total dead load (including slab weight) of
4.0kN/m², and live load 5kN/m², fc' = 25MPa, fy = 350MPa, bw-300mm, h=600mm,
thickness of slab is hs 15cm.
Answer of the following (note: all dimensions are in meters)
a) Find the column strip bending moment in the short direction.
b)
Check the slab shear strength at an exterior edge column of the Panel 1 corner.
6
6
6
5
P1
+ +
5
5](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc8476838-b120-470a-9fe6-ac8a150827c4%2F06f50f89-6d31-458d-88e7-79d1e5e90d39%2Fk7qwbxct_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q1: A slab having a grid of 5x6m, with interior beams and without edge beams, with
(400x400)mm columns, the slab is to carry a total dead load (including slab weight) of
4.0kN/m², and live load 5kN/m², fc' = 25MPa, fy = 350MPa, bw-300mm, h=600mm,
thickness of slab is hs 15cm.
Answer of the following (note: all dimensions are in meters)
a) Find the column strip bending moment in the short direction.
b)
Check the slab shear strength at an exterior edge column of the Panel 1 corner.
6
6
6
5
P1
+ +
5
5
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