What types of beams are failed by flexural yielding ?
A. Non-compact sections
B. Beams have much greater strength and stiffness
C. Which are laterally shift
D. Which are not laterally supported
RCC Structures Design MCQs with answers for test preparation focus on civil engineering MCQs.
A. Non-compact sections
B. Beams have much greater strength and stiffness
C. Which are laterally shift
D. Which are not laterally supported
A. Shear force
B. Bending moment
C. Neither Shear force nor Bending moment
D. Both Shear force and Bending moment
A. Conductors
B. Homogenous
C. Plastic Nature
D. Elastic Nature
A. Stirrups
B. Shear stirrups
C. Spacing
D. Shear spacing
A. Where concrete amount is restricted
B. Where width of the beam is restricted
C. Where high strength is required
D. Where depth of the beam is restricted
A. Reducing deflection
B. Enhancing flexural strength
C. Preventing shear failure
D. Improving durability
A. 2%
B. 1%
C. 8%
D. 4%
A. Water cement ratio
B. Transit Time
C. Aggregate cement ratio
D. Cement
A. 240mm
B. 540mm
C. 340mm
D. 440mm
A. Dynamic formulae
B. Pile load tests
C. Double acting hammer
D. Penetration tests