AW16X 77 is used as a beam to carry the given loads shown in Figure 2. The beam is laterally unsupported except at the two vertical supports. Determine the value of "w (N/m) the beam can carry from flexure (bending). Use AISC Specification with A-36 steel (Fy = 250 MPa). Neglect the weight of the beam. Properties of W16x 77 A = 14580 mm? k= 462 x 10° mm* d = 419.6 mm w (N/m) Sx = 2196 x10 ° mm3 ly = 57 x 10 6 mm tu = 11.56 mm b: = 261.49 mm S, 441 x 10° mm3 ti= 19.30 mm 4 m 4 m 2 m Figure 2

Structural Analysis
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Chapter2: Loads On Structures
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SHOW COMPLETE (CLEAR) SOLUTION. OBSERVE 2 DECIMAL PLACES
AW16X 77 is used as a beam to carry the given loads shown in Figure 2. The beam is laterally unsupported
except at the two vertical supports. Determine the value of "w (N/m) the beam can carry from flexure
(bending). Use AISC Specification with A-36 steel (Fy = 250 MPa). Neglect the weight of the beam.
Properties of W16x 77
A = 14580 mm? = 462 x 10° mm
w (N/m)
Sx = 2196 x10 3 mm3
ly = 57 x 10 6 mm
d = 419.6 mm
tu = 11.56 mm
bị = 261.49 mm S, = 441 x 10° mm3
t = 19.30 mm
4 m
4 m
2 m
Figure 2
Transcribed Image Text:SHOW COMPLETE (CLEAR) SOLUTION. OBSERVE 2 DECIMAL PLACES AW16X 77 is used as a beam to carry the given loads shown in Figure 2. The beam is laterally unsupported except at the two vertical supports. Determine the value of "w (N/m) the beam can carry from flexure (bending). Use AISC Specification with A-36 steel (Fy = 250 MPa). Neglect the weight of the beam. Properties of W16x 77 A = 14580 mm? = 462 x 10° mm w (N/m) Sx = 2196 x10 3 mm3 ly = 57 x 10 6 mm d = 419.6 mm tu = 11.56 mm bị = 261.49 mm S, = 441 x 10° mm3 t = 19.30 mm 4 m 4 m 2 m Figure 2
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