Situation #1 Properties of beam BF: A simply supported W 530 x 92 girder, 10m long carries 2 equal concentrated load P's positioned at 2.5 m from both ends and a uniform load of 30kN/m (beam weight not included). The steel beam is laterally supported all throughout its span. Use F=345.6 MPa and E= 200 GPa. A= 12324 mm^2 d= 533mm bf = 209 mm ty = 15.6 mm tw = 10.2 mm S,= 2070x10^3 mm^4 Iy= 552x10^6 mm^4 r;= 50 mm Considering bending about x-axis %3D 1. Determine the value of P based on flexure. 2. Determine the value of P based on shear. 3. Determine the value of P based on deflection if the allowable deflection is L/360.
Situation #1 Properties of beam BF: A simply supported W 530 x 92 girder, 10m long carries 2 equal concentrated load P's positioned at 2.5 m from both ends and a uniform load of 30kN/m (beam weight not included). The steel beam is laterally supported all throughout its span. Use F=345.6 MPa and E= 200 GPa. A= 12324 mm^2 d= 533mm bf = 209 mm ty = 15.6 mm tw = 10.2 mm S,= 2070x10^3 mm^4 Iy= 552x10^6 mm^4 r;= 50 mm Considering bending about x-axis %3D 1. Determine the value of P based on flexure. 2. Determine the value of P based on shear. 3. Determine the value of P based on deflection if the allowable deflection is L/360.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:INSTRUCTION: Answer the following questions. MARK ONLY ONE ANSWER for each item by boxing your final answer. You may
use a pen or a pencil. Minimize erasures. Write your solution in a clean sheet of paper. Draw the necessary figures used in your
solutions and label the following unknowns to avoid confusion in the part of the teacher. GOOD LUCK.
Situation #1
Properties of beam BF:
A simply supported W 530 x 92 girder, 10m long carries 2
equal concentrated load P's positioned at 2.5 m from both
ends and a uniform load of 30kN/m (beam weight not
included). The steel beam is laterally supported all throughout
its span. Use F,=345.6 MPa and E= 200 GPa.
A= 12324 mm^2
d= 533mm
bf = 209 mm
tf = 15.6 mm
Determine the value of P based on flexure.
Determine the value of P based on shear.
tw = 10.2 mm
Sx= 2070x10^3 mm^4
Iy= 552x10^6 mm^4
1.
2.
3.
Determine the value of P based on deflection if the
allowable deflection is L/360.
r= 50 mm
Considering bending about x-axis
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