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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Q. A circular Beam of 0.25 m diameter is subjected to you shear force of 10 kN. Calculate the value of maximum shear stress. [Take area = 176 m²].

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Q. The maximum shear stress distribution is _____________ percentage more than average shear stress in circular section.

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Q. Shear stress at top most fibre of rectangular section is _____________

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Q. 1 GPA = ____________ pa.

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Q. The maximum shear stress in an I section is __________

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Q. In steel sections, the junction between a flange and web is known as ________

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Q. The percentage of carbon in structural steel is __________

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Q. The minimum percentage elongation for mild steel is __________

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Q. GOST standards are used in _________

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Q. The allowable tensile stresses in steel structures is taken as 1500 kg /cm² to ______

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Q. As per IS:800, the minimum thickness of web should not be less than ______

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Q. The failing of a very long column is initially by ___________

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Q. What is the allowable stress in cast iron?

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Q. Modulus of resilience is defined as __________

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Q. A spring used to absorb shocks and vibrations is called as _______

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Q. Calculate the maximum shear force for square beam of side is 320 mm. If the shear force is 94kN.

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