Hello, Can I get answer please? Assume soil bearing capacity is 150 kN/m2. Case Study i0119FDesign of a foundation (Reinforced Concrete)4mFou = 30 MPafx = 460 N/mm ²15mCover = 50 MM.Y concrete = 25 kN/m³Live load = 4 kN/m²Additional dead load = 1 kN/m²→ Design the foundation at (B₁2)6HO0.9mWEColumn200x200-3m8+WEHO++(N)31+400 15040001200Square type 1200x1280

Answered: Image /qna-images/answer/c5e7532e-2988-4eab-9b74-5e700812a165.jpg

Answered: Feu = 30 MPa Fx = 460 N/mm ² Cover =…

Feu = 30 MPa Fx = 460 N/mm ² Cover = 50MM y concrete = 25 kN/m ³ Live load = 4kN/m² Additional deadload = 1 kN/m² → Design the foundation at (B₁2)

Structural Analysis

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ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.

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Hello, Can I get answer please? Assume soil bearing capacity is 150 kN/m2.

Case Study i
0
119
F
Design of a foundation (Reinforced Concrete)
4m
Fou = 30 MPa
fx = 460 N/mm ²
1
5m
Cover = 50 MM.
Y concrete = 25 kN/m³
Live load = 4 kN/m²
Additional dead load = 1 kN/m²
→ Design the foundation at (B₁2)
6
HO
0.9m
WE
Column
200x200
-
3m
8
+
WE
H
O
++
(N)
3
1+
400 150
4000
1200
Square type 1200x1280

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Step 2: Determine ultimate load on slab

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Step 3: Classification of slab

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Step 4: Load distribution from slab to beam

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Step 5: Determine axial load on column

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Step 6: Design of footing

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Step 7: Check for two-way shear

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Step 8: Check for one-way shear

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Step 9: Design of footing

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