AW250 × 32.7 structural steel [E=200 GPa] wideflange shape is loaded and supported as shown. A uniformly distributed load of w= 18 kN/m is applied to the beam, causing the roller support at B to settle downward (i.e., displace downward) by 11 mm. Determine: (a) the reactions at supports A, B, and C. (b) the maximum bending stress max in the beam. Assume LAB 3.8 m, LBc = 4.9 m. Answers: LAB x B1 TA C Lec (a) A = i KN, B = i KN, C= i KN. MPa. (b) max=

FINANCIAL ACCOUNTING
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Chapter1: Financial Statements And Business Decisions
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AW250 × 32.7 structural steel [E=200 GPa] wideflange shape is loaded and supported as shown. A uniformly distributed load of w=
18 kN/m is applied to the beam, causing the roller support at B to settle downward (i.e., displace downward) by 11 mm. Determine:
(a) the reactions at supports A, B, and C.
(b) the maximum bending stress max in the beam.
Assume LAB 3.8 m, LBc = 4.9 m.
Answers:
LAB
x
B1
TA
C
Lec
(a) A =
i
KN, B =
i
KN, C=
i
KN.
MPa.
(b) max=
Transcribed Image Text:AW250 × 32.7 structural steel [E=200 GPa] wideflange shape is loaded and supported as shown. A uniformly distributed load of w= 18 kN/m is applied to the beam, causing the roller support at B to settle downward (i.e., displace downward) by 11 mm. Determine: (a) the reactions at supports A, B, and C. (b) the maximum bending stress max in the beam. Assume LAB 3.8 m, LBc = 4.9 m. Answers: LAB x B1 TA C Lec (a) A = i KN, B = i KN, C= i KN. MPa. (b) max=
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