Civil Engineering - RCC Structures Design
Exercise : RCC Structures Design - Section 3
- RCC Structures Design - Section 1
- RCC Structures Design - Section 2
- RCC Structures Design - Section 3
- RCC Structures Design - Section 4
- RCC Structures Design - Section 5
26.
In a combined footing if shear stress does not exceed 5 kg/cm2, the nominal stirrups provided are
27.
A flat slab is supported
28.
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n1. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is
29.
If diameter of a reinforcement bar is d, the anchorge value of the hook is
30.
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than
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