1
GATE CE 2015 Set 1
Numerical
+1
-0
The development length of a deformed reinforcement bar can be expressed as $$\left( {1/k} \right)\left( {\phi {\sigma _s}/{\tau _{bd}}} \right).$$

From the $$IS:$$ $$456$$-$$2000,$$ the value of $$k$$ can be calculated as _________________.

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2
GATE CE 2015 Set 1
Numerical
+2
-0
A bracket plate connected to a column flange transmits a load of $$100$$ $$kN$$ as shown in the following figure. The maximum force for which the bolts should be designed is _______ $$kN$$ GATE CE 2015 Set 1 Steel Structures - Eccentric Connections Question 4 English
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3
GATE CE 2015 Set 1
Numerical
+1
-0
Two triangular wedges are glued together as shown in the following figure. The stress acting normal to the interface, $${\sigma _n}$$ is _____$$MPa.$$ GATE CE 2015 Set 1 Strength of Materials Or Solid Mechanics - Complex Stress Question 10 English
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4
GATE CE 2015 Set 1
Numerical
+1
-0
A tapered circular rod of diameter varying from 20 mm to 10 mm is connected to another uniform circular rod of diameter 10 mm as shown in the following figure. Both bars are made of same material with the modulus of elasticity, E = 2 $$ \times $$ 105 MPa. When subjected to a load P = 30$$\pi $$ kN, the deflection at point A is _______________ mm. GATE CE 2015 Set 1 Strength of Materials Or Solid Mechanics - Simple Stresses Question 1 English
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