The beam under the Live and Dead loads is shown below. The steel class is $235. 4.8 A L1 L2 a.) Evaluate the slenderness of the web and flange. b.) Calculate the Cb value based on the loads. c.) Calculate the bending moment capacity of the beam... d.) Is the beam cross-section enough for the given loads. L3

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Chapter5: Beams
Section: Chapter Questions
Problem 5.5.15P
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Question
Student
Number
IPF 300
Steel Profile
PL
qo
Ро
9₁.
(kN/m) (kN/m) (kN/m) (kN/m)
12
200
L₁
(m)
200
L₂
(m)
200
15
Lateral Restraints
Restraints at point loads.
37.32
(Torsional
Constant)
(cm4)
313600
Cw
(Warping
constant)
(cm6)
Transcribed Image Text:Student Number IPF 300 Steel Profile PL qo Ро 9₁. (kN/m) (kN/m) (kN/m) (kN/m) 12 200 L₁ (m) 200 L₂ (m) 200 15 Lateral Restraints Restraints at point loads. 37.32 (Torsional Constant) (cm4) 313600 Cw (Warping constant) (cm6)
The beam under the Live and Dead loads is shown below. The steel class is $235.
Lig
L1
L2
a.) Evaluate the slenderness of the web and flange.
b.) Calculate the Cb value based on the loads.
c.) Calculate the bending moment capacity of the beam...
d.) Is the beam cross-section enough for the given loads.
L3
Transcribed Image Text:The beam under the Live and Dead loads is shown below. The steel class is $235. Lig L1 L2 a.) Evaluate the slenderness of the web and flange. b.) Calculate the Cb value based on the loads. c.) Calculate the bending moment capacity of the beam... d.) Is the beam cross-section enough for the given loads. L3
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