shear force and maximum bending moment.

Q. A cantilever beam of span 8 m carries an udl of 6 kN/m over entire span. In addition, it also carries three point loads of 10 kN, 20 kN and 15 kN at 2 m, 5 m and 7 m respectively from its fixed end. Draw S.F and B.M diagrams.

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Q. A cantilever beam of span 8 m carries an udl of 6 kN/m over entire span. In addition, it also carries three point loads of 10 kN, 20 kN and 15 kN at 2 m, 5 m and 7 m respectively from its fixed end. Draw S.F and B.M diagrams. SOLUTION: Total load = … Read more

Q. cantilever beam of span 6 m. A udl of 4 kN/m is acting upto distance of 3 m from the fixed end. Two point loads of 6 kN 8 kN are acting at 1 m and 2 m respectively from the free end. draw SFD and BMD

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Q. cantilever beam of span 6 m. A udl of 4 kN/m is acting upto distance of 3 m from the fixed end. Two point loads of 6 kN 8 kN are acting at 1 m and 2 m respectively from the free end. draw SFD and BMD SOLUTION: Tota load = 4 × 3 … Read more

Q. A cantilever beam of span 3 m. carrier a udl of 400 N/m over its entire span. Sketch the B.M.D and state the position and magnitud, of maximum bending moment.

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SOLUTION: S.F.D: SHEAR FORCE DIAGRAM FB = 0 FA = 400×3 = 1200 N max S.F. occurs at A = 1200 N BMD ( BENDING MOMENT DIAGRAM) MB = 0 ( why because It’s free End ) MA = -(400×3) × 3/2 = -1800 Nm Max. B.M occurs at fixed end = 1800 Nm (or) … Read more