Veer Narmad South Gujarat University 2010-2nd Sem B.Arch Architecture RN-6105 Structure - 3 BArch - 2 ( )(ATKT) - Question Paper
RN-6105
B. Arch. - II (Sem. Ill) Examination May/June - 2010 Structure - III
Time : 3 Hours]
[Total Marks : 100
Seat No.:
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Fillup strictly the details of signs on your answer book.
Name of the Examination :
B. Arch. - 2 (Sem. 3)
Name of the Subject:
Structure - 3
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-Section No. (1,2,.....) |
1&2
E
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Fig. 1
(b) For the beam shown in figure 2, calculate bending 12 stresses; also draw the bending stress diagram.
Cross section of beam is rectangular of size 230 mm x 550 mm.
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Fig. 2 |
Attempt any two questions out of Q-2, Q-3 & Q-4.
2 Calculate deflection under the point load. Refer figure 3. 12
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4 Explain behaviour of Load bearing wall under the effect 12 of seismic load. Explain basic design criteria to consider while designing a building with load bearing wall in a seismic zone.
5 Draw bending Moment diagram for the continuous 14 beam shown in figure 5 using Moment Distribution method.
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Attempt any two questions out of Q-6, Q-7 and Q-8.
6 Calculate and draw Shear stress diagram for the beam 12 shown in figure 6, beam is simply supported with a span of 10 m with 20 kN/m loading.
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Fig. 6
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A column is subjected to eccentric load of 1000 kN as shown in figure 7. Calculate stresses at points A, B, C and D.
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Fig. 7
8 Calculate load carrying capacity of a column using Rankine's formula for rectangular column of 300 mm x 550 mm size and 3.5 m length. Both the ends of column are Fixed a = 1/1600, fc = 550 N/mm2, E = 1 x 105 N/mm2.
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9 Answer the following questions :
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(i) Explain failure pattern of column
(ii) Why bending stress is maximum at extreme fibers?
(iii) What is equivalent area?
(iv) What is distribution factor in a moment distribution method?
RN-6105] 4 [ 100 ]
Assume suitable data and specifically mention them.
Use of non-programmable scientific calculator is permitted.
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Attachment: |
| Earning: Approval pending. |
