Veer Narmad South Gujarat University 2011-3rd Sem B.Arch Architecture SD-6106 Structure - 3 ( Old ) .- 2 ( ) - Question Paper

SD-6106

B. Arch. - II (Sem. - III) Examination

May / June - 2011 Structure - III

(Old Course)

[Total Marks : 100

Time : 3 Hours]

Instructions :

(1)

6silq<3i Puunkiufl [qaim SuwiA u* qsq <KH=fl. Fillup strictly the details of signs on your answer book.

Name of the Examination :

B. Arch. - II (Sem - III)

Name of the Subject:

*- Structure - III (Old)

-Subject Code No.

6 1 0 6

-Section No. (1,2......): Nil

(b) For the beam shown in fig-2, calculate bending stresses 12 also draw the bending stress diagram. Cross section of beam is rectangular of size 230mm x 600mm.

6

Attempt any two questions out of Q-2, Q-3 & Q-4.

2 Calculate deflection under the point load. Refer fig-3.

I Q KA)

ft At---*-

f

A-

Calculate slope and deflection at point C. Refer fig-4. lO'b KA/

/Hf

Explain behaviour of Load bearing wall under the effect of 12 seismic load. Explain basic design criteria to be consider while designing a building with load bearing wall in a seismic zone.

Draw bending Moment diagram for the continuous beam shown in fig-5 using Moment Distribution method.

*

Attempt any two questions out of Q-6, Q-7 & Q-8.

6 Calculate and draw Shear stress diagram for the beam shown 12

in fig-6 beam is simply supported with a span of 10 m with 20 KN/m loading.

7 A column is subjected to eccentric load of 700 KN as shown 12 in fig-7. Calculate stresses at points A, B, C & D.

r

8 Calculate load carrying capacity of a column using Rankine's 12 formula for rectangular column of 300 mm x 550 mm size and 3.5 m length. Both the ends of column are

fixed, = 1/1600, f_c = 550 N/mm³, E=lxl0⁴ N/mm².

SD-6106]    3    [ 100 ]

1

   Assume suitable data and specifically mention it.

2

   Use of non programmable scientific calculator is permitted.

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Attachment: veer-narmad-south-gujarat-university-2011-b-arch-architecture-28103-1.pdf

Earning:   Approval pending.