The beam has a simple span of 4 meters and carries a super-imposed load of 25 kN/m, what additional load may be placed at the center of the span if the deflection due to this load is not to exceed 1/800 of the span. Use fc = 9MPA, fs = 124 MPa, n = 10, shear stress (fv = 2MPa), and Ec = 20700 MPa 200 mm 200 ma 60 (2n-1) A 20 mm e x-60 450 mm 330 390-x 32 mm o nAs 60
The beam has a simple span of 4 meters and carries a super-imposed load of 25 kN/m, what additional load may be placed at the center of the span if the deflection due to this load is not to exceed 1/800 of the span. Use fc = 9MPA, fs = 124 MPa, n = 10, shear stress (fv = 2MPa), and Ec = 20700 MPa 200 mm 200 ma 60 (2n-1) A 20 mm e x-60 450 mm 330 390-x 32 mm o nAs 60
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The beam has a simple span of 4 meters and carries a super-imposed load of 25 kN/m, WHAT ADDITIONAL LOAD may be placed at the center of the span if the deflection due to this load is not to exceed 1/800 of the span. Use fc = 9MPA, fs = 124 MPa, n = 10, shear stress (fv = 2MPa), and Ec = 20700 MPa
Transcribed Image Text:The beam has a simple span of 4 meters and carries a super-imposed load of 25 kN/m, what additional load may be placed
at the center of the span if the deflection due to this load is not to exceed 1/800 of the span. Use fc = 9MPA, fs = 124 MPa,
n = 10, shear stress (fv = 2MPa), and Ec = 20700 MPa
200 mm
200 ma
60
(2n-1) As
20 mm e
x-60
450 mm
330
390-x
.32 mm e
nAs
60
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