100
The minimum area of steel required in RCC slab as per BS code is 0.12 to 0.15% of total area. The maximum diameter of bar in slab, shall not exceed D/8, where D is the total thickness of slab.
A shear breaks off or crumbles. A slump stays together however it will slump down.
Required slump for pump concrete is 100 -200 mm is suitable with used of admixture
2" based strictly on the slab thickness. However, it may be governed by form spacing, rebar spacing or rebar clearance to the forms.
The maximum span of a waffle floor slab typically ranges from 20 to 30 feet (6 to 9 meters), depending on various factors such as the slab thickness, the spacing of the supporting beams, and the load requirements. For larger spans, additional reinforcement and design considerations may be necessary. It's essential to consult with structural engineers to ensure safety and compliance with building codes.
a platter, not on the wheel, instead made by slump mold. a box, made by slab construction. a tile , pretty much a slab with a design or etching on it.
M25 = 80 to 110mm in slab & beam M30 = 80 to 120mm in column
The minimum area of steel required in RCC slab as per BS code is 0.12 to 0.15% of total area. The maximum diameter of bar in slab, shall not exceed D/8, where D is the total thickness of slab.
A shear breaks off or crumbles. A slump stays together however it will slump down.
Required slump for pump concrete is 100 -200 mm is suitable with used of admixture
Type of slump test are,True slumpShear slumpCollapse slump
Don't slump, you'll injure your spine.There was a big slump in sales.
Slab penetrations are limited to the maximum area of a single cell. One must have a structural engineer determine the viability of creating a slab penetration any larger than the size of a single cell to determine if reinforcement is necessary.
ture slump
2" based strictly on the slab thickness. However, it may be governed by form spacing, rebar spacing or rebar clearance to the forms.
a slump occurs when it wants to:) lol its for real!!
The maximum span of a waffle floor slab typically ranges from 20 to 30 feet (6 to 9 meters), depending on various factors such as the slab thickness, the spacing of the supporting beams, and the load requirements. For larger spans, additional reinforcement and design considerations may be necessary. It's essential to consult with structural engineers to ensure safety and compliance with building codes.