A girder of I-section has a web 60 cm by 1.25 cm and flanges 30 cm by 2.5 cm. The girder is subjected at a bending moment of 300 kN-m and a shearing force of 1000 kN at a particular section. Calculate how much of the shearing force is carried by the web, and how much o

Q: F A m 4 kN 30° 30° E -1 m- E B 4 kN 0 -1 m- 30% 30° -4 kN B 1 m T 2 m D 6 m C

A: Reference : Structural analysis, Truss analysis Given : 2 sets of truss To determine : Indeterminate…

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Q: 80 kN MATHalino.com MATHalino.com 1 m E 1m F 1 m 0.75 m

A: First ∑MD=03AV+501=800.75AV= 3.33kN∑FH=0AH=80kN∑MA=03RD=502+800.75RD= 53.33kNAt joint…

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Q: Prob. 1 Four 50 mm x 200 mm dressed planks are used to carry a super imposed load of "W" kN/m. The…

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Q: 9.6 kN 10.5 kN 10.5 kN 5.7 kN 5.7 kN D F 2.4 m А E G 3.8 m 3.2 m- -3.2 m 3.8 m- B.

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Q: 120 KN 140 KN B 2.5m с * 240 KN D 2.5m E 240KN F 2.5m 240 KN * 14 G I 2.5m 3m

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Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.