Lateral load on the slab is caused by forces such aswind load, seismic forces, inclined support, and inclineddumping of

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Lateral load on the slab is caused by forces such aswind load, seismic forces, inclined support, and inclineddumping of concrete. As per the UBC committeeminimum lateral load for the design to prevent thelateral collapse of the formwork to be greater of, 1.5 KNper linear meter of the floor edge or 2% of the totaldead load on the form distribution a the uniform loadper meter of the slab edge.Formwork for the reinforcement of the concrete slabdepends on the type of slabs to be constructedlateral pressure on the formwork of slab (P) = pgh=concrete density x gravitational constant x depth24.03x9.8x0.152 = 35.8kN/m2
Lateral load on the slab is caused by forces such as
wind load, seismic forces, inclined support, and inclined
dumping of concrete. As per the UBC committee
minimum lateral load for the design to prevent the
lateral collapse of the formwork to be greater of, 1.5 KN
per linear meter of the floor edge or 2% of the total
dead load on the form distribution a the uniform load
per meter of the slab edge.
Formwork for the reinforcement of the concrete slab
depends on the type of slabs to be constructed
lateral pressure on the formwork of slab (P) = pgh
=concrete density x gravitational constant x depth
24.03x9.8x0.152 = 35.8kN/m2