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WorksheetsStructure
Total questions: 10
Worksheet time: 17mins
Reaction forces are:
Rb = 30 KN
Rd = 50 KN
Rb = 50 KN Rd = 30 KN
Rb = 56 KN
Rd = 24 KN
Rb = 24 KN
Rd = 56 KN
Shear Force & Moment Equation are:
Vac=−30 KN Mac= −30x +56 KN−m
Vac=26 KN Mac= 26x−56 kN−m
Vac=−26KN Mac=−26 x+56 KN−m
Vac=30 KN Macc=30x+56 KN−m
Equation is : Mbc=26x−56 KN−m than
Value of X = ?
x = 1.154
x = 2.154
x = 1.5
x = 2.5
Overall Behavior of Post is:
Tensile
Tensile & Compressive
Compressive
None
Concrete material behavior is:
Isotropic
Compressive & Tensile
Tensile
Anisotropic
After applying load on the Column, Behavior is called :
Buckling
Sagging
Hogging
Rupture
After applying load on the Beam, Behavior is called :
Deflection
Hogging
Sagging
Buckling
A Loaded Simple Arch is Balanced when:
In Figure, Which Type Stress is Shown:
Bearing Stress
Shearing Stress
Compressive Stress
Tensile Stress
Bar is in:
Compressive Stress
Shearing Stress
Tensile Stress
Bearing Stress
