Design a suitable combined foundation based on the data givendrawing of final design on scale with dimensions andreinforcement detailing on plan and sectionsdraw Table of bar bending schedule. | DL=1500 kN|DL=1000 kNLL=200 kNDL=2000 kNLL=200 kNLL=200 kN*100 kN.m1150 kN.m250 kN.m4.03.0Column 1 = 30*20 cmColumn 2 = 40*40 cmColumn 3 = 50*30 cmqall = 150 kN/m²fc' = 21 MPafy = 400 MPaUse (1.4DL+1.7LL) as your load combination.

Combined Foundation When an individual foundation has to house two columns or more is known as…

Answered: Design a suitable combined foundation…

Design a suitable combined foundation based on the data given drawing of final design on scale with dimensions and reinforcement detailing on plan and sections draw Table of bar bending schedule.

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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Question

Design a suitable combined foundation based on the data given

drawing of final design on scale with dimensions and
reinforcement detailing on plan and sections

draw Table of bar bending schedule.

| DL=1500 kN
|DL=1000 kN
LL=200 kN
DL=2000 kN
LL=200 kN
LL=200 kN
*100 kN.m
1
150 kN.m
2
50 kN.m
4.0
3.0
Column 1 = 30*20 cm
Column 2 = 40*40 cm
Column 3 = 50*30 cm
qall = 150 kN/m²
fc' = 21 MPa
fy = 400 MPa
Use (1.4DL+1.7LL) as your load combination.

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