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WorksheetsStructural Steel Design
Total questions: 20
Worksheet time: 7mins
What is the ultimate strength of A992 in metric units?
248
450
400
345
Which among these design considerations are not relevant to bolted connections?
Gross yielding
Tensile rupture
Base metal shear strength
Block shear strength
How many mm is added to the diameter of the bolt when checking the connection design in tension?
2
1.5
1/8
3
When the beam-column is in double curvature, the ratio M1/M2 is always?
Positive
Negative
1.0
Less than 1.0
Which parameter refers to the distance from the outer face of the flange to the toe of the fillet along the web
tf
bf
k
d
Select all failure modes which applies when a section is non-compact in flexure.
Yielding
Inelastic LTB
Elastic LTB
Flange local buckling
Who derived the elastic buckling load equation for members subject to compression?
Segui
Euler
McCormac
Cochrane
When transverse welds are also present in a welded connection, which option should govern?
The higher weld strength
The lower weld strength
The shear yielding strength
The shear rupture strength
When the width-to-thickness ratio of the section exceeds lambda-r for flexure, the section is considered as?
compact
non-compact
buckling
slender
When kL/r exceeds the limiting slenderness ratio, what is the formula for Fcr?
0.877Fe
0.887Fe
0.878Fe
0.787Fe
The moment modification factor Cm is _____ when transverse loads are acting?
0
0.6 - 0.4(M1/M2)
1
0.6 - 0.4(M2/M1)
What is the deflection limit which only considers live loads
L/180
L/240
L/200
L/360
What is the formula for the maximum deflection for a beam subjected to a point load at the midspan?
384EI5wL4
48EIPL3
192EIPL3
48EIPL2
When a beam is continuously laterally supported, what is the value for Lb?
L
Lb/2
0
Lb/3
When sag rods are placed at thirds in a purlin, the moment about x-axis can be determined using?
8wL2
12wL2
32wL2
90wL2
Which shape is also known as bearing pile?
W
S
M
HP
Select all the considerations in the bearing strength of a bolted connection
Gross yielding
Shear tear out
Local buckling
Plate deformation
When all elements of a section are unstiffened, then Qa = ?
0
Calculate first using formulas
1
No need to solve since compact section.
Sxh0Jc The value c in this equation is equal to ____ when the beam is subject to uniform load?
1.14
1.32
1
0
What is the other course that your instructor is teaching in this modular group?
Earthquake Engineering
Dynamics of Rigid Bodies
Theory of Structures
Hydraulics Engineering
