WorksheetsDay 104-Jan 13-worksheet-Btech-WSM contd.
Total questions: 15
Worksheet time: 10mins
The modular ratio used in Working Stress Method for RCC design is:
m=3280σcbc
m=2803σcbc
m=σst280
m=280σst
The permissible tensile stress in Fe 415 steel as per WSM is:
140 N/mm²
190 N/mm²
230 N/mm²
275 N/mm²
The critical depth of neutral axis in WSM depends mainly on:
Grade of concrete
Area of steel
Grade of steel
Breadth of beam
The ratio of critical neutral axis depth to effective depth for Fe 250 steel is:
0.253d
0.289d
0.40d
0.48d
A section in which actual neutral axis depth is less than the critical neutral axis depth is called:
Balanced section
Over-reinforced section
Under-reinforced section
Compression section
In WSM, the stress–strain relationship of concrete is assumed to be linear.
True
False
In an over-reinforced section, steel reaches its permissible stress before concrete.
True
False
Stress in concrete at the level of compression reinforcement is denoted by ________.
σc′
σst
σcbc
σct
The compressive force in concrete of a rectangular beam in WSM equals ________.
21σcbcbxa
σcbcbxa
32σcbcbxa
31σcbcbxa
The lever arm in WSM for singly reinforced beams is approximately equal to ________.
d−3xa
d−2xa
d−32xa
d−xa
The value of dxc for Fe 415 steel is (a) .
In an under-reinforced section, actual depth of neutral axis is (a) the critical depth.
Moment of resistance of concrete in WSM is based on (a) stress.
A singly reinforced beam has b = 300 mm, d = 500 mm and Fe 415 steel. Find the critical depth of neutral axis and identify the type of section.
(a)
A singly reinforced beam has b = 400 mm, d = 550 mm, Ast = 4 bars of 16 mm diameter, Fe 415 steel.M20 concrete ⇒ σcbc = 7 N/mm2. Using WSM, the moment of resistance is :
(a)
