Civil Engineering test series|| rcc Question for SSCJE and RRB JE

This test completely based on Exam pattern and Syllabus, So give this test and Improve your preparations! Wish you very all the best!

Q.1 The modulus of elasticity of high tensile steel is

(A) smaller than that of mild steel

(B) equal to that of mild steel

(C) larger than that of mild steel

(D) equal to that of aluminium

Q.2 Yield Stress of ordinary mild steel bar after twisting to a pitch of about 9 to 12 diameters

(A) increased by about 50%

(B) decrease by about 30%

(C) decrease by about 20%

(D) decrease by about 10%

Q.3 Deflection can be controlled by using the appropriate

(A) aspect ratio

(B) modular ratio

(C) span death ratio

(D) water cement ratio

Q.4 In limit state approach spacing of main reinforcement controls primarily

(A) collapse

(B) cracking

(C) deflection

(D) durability

Q.5 In limit state design of reinforced cement concrete deflection is computed by using

(A) initial tangent modulus

(B) secant modulus

(C) tangent modulus

(D) short and long-term value of Young's modulus

Q.6 Working stress method of design for reinforce concrete is

(A) not a limit state design

(B) a serviceability limit state design

(C) a limit state for crack width

(D) a collapse limit state

Q.7 Share span is defined as the zone where

(A) bending moment is zero

(B) shear force is zero

(C) shear force is constant

(D) bending moment is constant

Q.8 The chances of diagonal tension cracks in RCC member reduced when

(A) axial compression and shear force acts simultaneously

(B) only Shear force act

(C) Flexural and shear force act simultaneously

(D) axial tension and share force acts simultaneously

Q.9 The purpose of lateral tie in a short RCC column is to

(A) avoid buckling of longitudinal bar

(B) facilitate compaction of concrete

(C) increase the load carrying capacity of the column

(D) facilitate instruction

Q.10 In a cantilever retaining wall the main Steel reinforcement is provided

(A) on the back fill side, in the vertical direction

(B) on both inner and Outer faces

(C) in horizontal as well as in vertical direction

(D) to contracts share stresses