In case of timber structures, the simple bending formula M = fz may be applied for

Related MCQs

• In case of timber structures, the form factor for solid circular cross-section is taken as
• If M is the moment due to a couple in a bearing plate whose width is b and allowable bending stress is P, the thickness (t) of the bending plate of the column splice, is
• If M is the moment due to a couple in a bearing plate whose width is b and allowable bending stress is P, the thickness (t) of the bending plate of the column splice, is
• For eccentrically loaded columns, the bending factor is
• In a built up beam actual bending compressive stress fbc is given by (when y1 is the distance of the edge of the beam from the neutral axis).
• For the economical design of a combined footing to support two equal column loads, the projections of beams in lower tier are kept such that bending moment under column is equal to
• The maximum tensile and compressive bending stress in extreme fibres of rolled I-sections and channels on the effective section, is
• The economical depth d of a web plate in which allowable bearing stress is fb, and the maximum bending moment is M, as suggested by Rawater and Clark, is
• Bending compressive and tensile stresses respectively are calculated based on
• According to IS : 800-1962 the permissible bending stress in steel slab plates, is