The beam section in Figure 1 is used to support a superimposed uniform deadload (excluding the beams own weight) of 2 kN/m, a uniform liveload of 8 kN/m and a total factored concentrated load "P" placed at midspan over a simple span of 6.00 m. If the beam was designed with fc'= 21 MPa and fy= 276 MPa, compute the maximum safe value of "P" in kN assuming bending stress controls. b = 250mm 3.00 m Pu (kN) Wu (kN/m) d=435 mm 3-25mm bars 65 mm Beam Section Figure 1 Problem 1 6.00 m
The beam section in Figure 1 is used to support a superimposed uniform deadload (excluding the beams own weight) of 2 kN/m, a uniform liveload of 8 kN/m and a total factored concentrated load "P" placed at midspan over a simple span of 6.00 m. If the beam was designed with fc'= 21 MPa and fy= 276 MPa, compute the maximum safe value of "P" in kN assuming bending stress controls. b = 250mm 3.00 m Pu (kN) Wu (kN/m) d=435 mm 3-25mm bars 65 mm Beam Section Figure 1 Problem 1 6.00 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The beam section in Figure 1 is used to support a superimposed uniform deadload (excluding the beams own weight) of 2 kN/m, a uniform liveload of 8 kN/m and a total factored concentrated load “P” placed at midspan over a simple span of 6.00 m. If the beam was designed with fc‘= 21 MPa and fy = 276 MPa, compute the maximum safe value of “P” in kN assuming bending stress controls.
Transcribed Image Text:The beam section in Figure 1 is used to support a superimposed uniform deadload (excluding the beams own weight) of 2
kN/m, a uniform liveload of 8 kN/m and a total factored concentrated load "P" placed at midspan over a simple span of
6.00 m. If the beam was designed with fc'= 21 MPa and fy = 276 MPa, compute the maximum safe value of "P" in kN
assuming bending stress controls.
b = 250mm
3.00 m
Pu (KN)
Wu (kN/m)
d = 435 mm
65 mm
Figure 1 Problem 1
L
bars
3-25mm
...
Beam Section
6.00 m
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