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Thumbs-Up will be given. Write the complette solutions legibly. Answer in 3 decimal places Structural Theory a. Determine the vertical reaction R₂ in KN. b. Determine the shear at midspan between vertical supports in KN c. Determine the maximum factored load moment in the beam in KN.m

Thumbs-Up will be given. Write the complette solutions legibly. Answer in 3 decimal places Structural Theory a. Determine the vertical reaction R₂ in KN. b. Determine the shear at midspan between vertical supports in KN c. Determine the maximum factored load moment in the beam in KN.m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Thumbs-Up will be given. Write the complette solutions legibly. Answer in 3 decimal places

Structural Theory

a. Determine the vertical reaction R₂ in KN.

b. Determine the shear at midspan between vertical supports in KN

c. Determine the maximum factored load moment in the beam in KN.m

The beam is loaded with service loads as shown in the figure. The uniform service dead load includes the weight of the beam. The beam is laterally supported only at the supports and at the midspan between supports. The beam is supported by a bearing plate, B= 275 mm x l₁ = 200 mm x t= 16 mm. with Fy= 250 MPa. Assume that the bearing plate covers the full area of the concrete support (f=24 MPa). The total deflection (DL + LL) must not exceed L/240, where L is the distance between supports. A992 (Fy=350 MPa and F= 450 MPa) steel is used for the steel beam. Use LRFD PLL 10 KN WD=6KN WLL SKN klm I IRI 3m WDL=6KN/m WLL=8 KN/m 6m 2m 1R₂ PLL=IKN
Transcribed Image Text:The beam is loaded with service loads as shown in the figure. The uniform service dead load includes the weight of the beam. The beam is laterally supported only at the supports and at the midspan between supports. The beam is supported by a bearing plate, B= 275 mm x l₁ = 200 mm x t= 16 mm. with Fy= 250 MPa. Assume that the bearing plate covers the full area of the concrete support (f=24 MPa). The total deflection (DL + LL) must not exceed L/240, where L is the distance between supports. A992 (Fy=350 MPa and F= 450 MPa) steel is used for the steel beam. Use LRFD PLL 10 KN WD=6KN WLL SKN klm I IRI 3m WDL=6KN/m WLL=8 KN/m 6m 2m 1R₂ PLL=IKN
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