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Seat No.:
Enrolment No.
GUJARAT TECHNOLOGICAL UNIVERSITY
B.ARCH. SEMESTER-VI EXAMINATION WINTER 2016
Subject Code: 1065004 Date: 25/10/2016
Subject Name: Structure VI
Time: 02:30PM 04:30PM Total Marks: 50
Instructions:
1. Attempt all questions.
2. Make suitable assumptions wherever necessary.
3. Figures to the right indicate full marks.
4. Use of IS 465:2000, 875 3370:2009 is Permitted.
Q.1

Find the Depth of Rectangular Footing having a load of 1545 KN and 1800 KN.
Column is having a size of 230 mm by 450 mm.
Space between columns 3.5 m c/c.
Use M20, Fe 415. Grade. SBC 230 Kn/m2
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Q.2

For the Q.1 a now consider that column C1 with load of 1545 is Boundary
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Column so find the plan dimension with same data considering C1 as
Boundary column.

With neat sketch draw all types of force acting on retaining wall.
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OR
Enlist types of combined footing and explain any one with neat sketch.
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Q.3

Fix the Dimensions of the Retaining wall to retain the earth of height 7 m above lower ground level. SBC of soil is 180Kn/m2.
Take ø 30 degrees 0.5 unit weight of soil is 18 Kn/m^3. Use M20 grade and Fe 415 grade of soil.
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Make note on Stability criteria of overturning stability criteria of sliding of bhhhhhhhhnj
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Retaining wall.
OR

Draw the bending moment and shear force diagram of combined footing locate the critical section.
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Q.4

Give the difference between:
Footing and Foundation
Combine Footing Continuous Footing
Gravity retaining wall Cantilever retaining wall.
Deep Foundation Shallow Foundation
Buttress and Counterfort Retaining wall.
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Q.5

Fix the basic dimension of Intze type container elevated water tank to store 7.2 lakh litre water. If height of staging is 16 m Wind load 1.5 kN/m2
Use M25 and Fe 415grade of steel.
Assume all other necessary data if required.
Draw Neat sketch of Intze tank.
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