Q. A rectangular beam of 500 mm wide is subjected to maximum shear force of 250kN, the corresponding maximum shear stress been 3 N/mm². The depth of the beam is equal to ______

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Q. Find the moment of inertia about centroid axis of a triangular section are having base 100 mm and height 150 mm.

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Q. At ________ the shearing stress in a beam are maximum.

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Q. Determine the shear stress at the level of neutral axis, if a beam has a triangle cross section having base “b” and altitude “h”. Let the shear force be subjected is F.

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Q. The maximum shear stress is ______ times the average shear stress [For rectangular beams].

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Q. Shear stress in a beam is zero at ______

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Q. Shear stress distribution over rectangular section will be _________

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Q. A round Steel rod of 100 mm diameter is bent into an arc of radius 100m. What is the maximum stress in the rod? Take E = 2×10⁵ N/mm².

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Q. For circular section, the maximum shear stress is equal to ____________ times of average shear stress.

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Q. A steel beam is 200 mm wide and 300 mm deep. The beam is simply supported and carries a concentrated load w. If the maximum stress are 2 N/mm². What will be the corresponding load?

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Q. Maximum shear stress in thin cylindrical shell be ___________

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Q. Circumferential stress is same as of _________

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Q. A beam has a triangular cross-section, having altitude ”h” and base “b”. If the section is being subjected to a shear force “F”. Calculate the shear stress at the level of neutral axis in the cross section.

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Q. The maximum shear stress in the rectangular section is ______________ times the average shear stress.

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Q. The modular ratio for M20 grade concrete is _____________

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Q. In doubly reinforced beam, the maximum shear stress occurs ______________

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Q. A cylindrical section having no joint is known as _______________

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Q. The efficiency of cylindrical section is the ratio of the strength of joint to the strength of _______________

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Q. Calculate the modulus of section for a hollow circular column of external diameter 60 mm and 10 mm thickness.

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Q. Determine the modulus of a section for an I section, given the distance from neutral axis is 50 mm and moment of inertia is 2.8×10⁶ mm⁴.

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