260.  The intermediate beams between several beams case monolithically with the slab
A. act as I-beams
B. act as T-beams
C. act as L-beams
D. act as rectangular beams

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261.  The aspect ratio of slab is:
A. the ratio of length to breadth
B. the ratio of breadth and length
C. the ratio of superimposed load and the self weight
D. none of these

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262.  The deflection of a structure designed by limit state method, due to all loads including the effects of temperature, creep and shrinkage below the as-cast level of the supports of roofs, floors and all other horizontal members should not normally exceed
A. span150
B. span200
C. span250
D. span300

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263. The deflection of a structure designed by limit state method, due to all loads including the effects of temperature, creep and shrinkage below the as-cast level of the supports of roofs, floors and all other horizontal members should not normally exceed the lesser value
A.span350 or 20mm
B. span250 or 20mm
C.span200 or 15mm
D. span 300 or 25 m m

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264.  The criterion of vertical deflection is satisfied for cantilever for spans up to 10 m if span to depth ratio is not greater than
A.7
B.20
C.16
D.15

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265.  The criterion of vertical deflection is satisfied for ratio is not greater than simply supported beams for spans up to 10 m if span to depth
A.7
B.20
C.26
D.15

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266. For simply supported beams of spans above 10 m, span to depth ratio 20 must be multiplied to get permitted value by, in meters
A.span 10
B. span15
C.span20
D. span25

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