A part of the slab may be considered as the flange of the T-beam if

Related MCQs

• If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is
• The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon
• In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as
• Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory
• If is the load on a circular slab of radius , the maximum radial moment at the centre of the slab, is
• If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is
• If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is
• If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)
• An R.C.C. roof slab is designed as a two way slab if
• Thickened part of a flat slab over its supporting column, is technically known as