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

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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 97 code 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 97 code 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