Design Drawing Reinforced Concrete Structures Important Questions Pdf file – DDRCS Imp Qusts
Please find the attached pdf file of Design Drawing Reinforced Concrete Structures Important Questions Bank – DDRCS Imp Qusts
Link – DDRCS Question Bank
UNIT – I
- Explain the difference between WSM and LSM methods of design?
- Define Modular ratio?
- Why doubly reinforced beams are preferred?
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UNIT- II
SHEAR, TORSION AND BOND
- For design of continuous beam what is the span to depth ratio adopted?
- What is the expression for spacing of vertical stirrups in R.C. beams for shear?
- What are the limits for spacing of shear reinforcement?
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UNIT – III
DESIGN OF SLABS
- Reinforced concrete slabs are generally singly reinforced. Why not doubly reinforced?
- Explain clearly the difference between one way and two way slabs?
- Explain the need for corner reinforcement in two way rectangular slabs whose corners are prevented from lifting up?
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UNIT-IV
- What are the design strengths of steel in tension or bending compression and axial compression?
- What are the limits of percentage of the longitudinal reinforcement in a column?
- What is the purpose of lateral ties in a RC column?
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UNIT – V
DESIGN OF FOOTINGS
- What are the conditions should be satisfied during the design of a combined footing?
- Explain about one-way and two-way shear in footings?
- Explain about the Minimum cover required in a footing?
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