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The maximum slenderness ratio of a compression member which carry loads resulting from dead loads and superimposed loads
Maximum permissible slenderness ratio of compressive members which carry dead and superimposed load is
Calculate bending moment of dead load given total load = 14n/mm2, Dead load bending moment dead weight of slab = 12kn/m2, dead weight of w.c = 1.76kn/m2, span length is 10.4m?
The average age of a family having three members is 40 years. The smallest member of the family is 18 years old. The difference between the age of the oldest family member and the age of the second oldest family member is 6 more than the difference between the age of the second oldest member and age of youngest member of the family. Quantity I: 25 years hence, what will be the average of the age of smallest member and that of oldest member of the family? Quantity II: What is the age of the oldest member of the family?   
Calculate ultimate moment and shear of effective span is 30m, live load is 9kn/m, dead load excluding self weight is 2kn/m, load factors for dead load is 1.4 for live load is 1.6 cube strength of concrete fcu is 50n/mm2 cube strength at transfer is fci is 35n/mm2, tensile strength of concrete Ec is 34kn/mm2 loss ratio ɳ is 0.85 and 8mm diameter high tensile strength fpu is 1500n/mm2 are available for use and the modulus of elasticity of high tensile wires is 200kn/mm2?
According to IS 800:2007, what will be the maximum slender ratio of a member (beam) carrying compressive load resulting from dead load and imposed load?
As per IS 800 : 2007, what is the maximum value of effective slenderness ratio of a beam / strut/ tension member for the following cases? Case 1: Members carrying compressive loads resulting from dead loads and imposed loads. Case 2: Members always under tension. Case 3: Members subjected to compressive forces resulting from a combination of wind/earthquake actions.
According to 1S 800-2007, what is the maximum effective slenderness ratio for a member carrying compressive loads resulting from dead loads and imposed loads?
What is the maximum slenderness ratio for a steel member carrying compressive loads resulting from dead loads and imposed loads?
Assertion A : From consideration of structural soundness and economy of design, most codes control the maximum slenderness ratio of masonry walls and columns.Reason R : By controlling the maximum slenderness ratio, failure is by excessive stress and not by buckling. Select your answer according to codes given below: