I Beam Concrete Floor Slab Section

Determine effective flange width be 2.

I beam concrete floor slab section.

Case1 pna within slab given. Of course i know column beam joints have to be pour monolithic how about the column sections below it. Pass fail or capacities 1. Concrete floor systems are designed to span in either one direction one way or both directions two way of a structural bay.

They also carry bending moments about one or both of the cross section axes. If a is within concrete slab the full steel section is in tension and. Columns transfer vertical loads from a ceiling floor or roof slab or from a beam to a floor or foundation. X 20 in and unfactored live load 100 psf.

Concrete floor systems are reinforced slab structures designed to satisfy a range of loading and span conditions in a building designed to span in either one direction one way or both directions two way of a structural bay the range of concrete floor systems available are created to economically and efficiently account for the numerous and specific demands of each building project. X 18 in edge beam dimensions 14 in. Supreme concrete manufacturer and supply a wide range of concrete flooring products and materials including standard beam and wide beams and concrete floor beam accessories. Calculate the effective depth of the concrete stress block a 3.

Mn mp as fy d 2 t a 2 4. Ubc recommends minimum thickness of concrete floor slabs supported directly on the ground to be 89mm whereas bcgbc4010a apply structural principles to residential low rise constructions determined minimum thickness to be 100mm. Consider a beam slab floor with n x and n y spans in the x and y directions respectively. X 27 in interior beam dimensions 14 in.

What are the allowable column sections of which you can pour partial concrete section by section and which part can t be poured in section but in whole. The floor is divided by ns ns x ns y critical sections. Slab on ground 1 4 minimum thickness of diaphragms. Two way concrete floor slab with beams design and detailing design the slab system shown in figure 1 for an intermediate floor where the story height 12 ft column cross sectional dimensions 18 in.

Ns x sections in the x direction and ns y sections in the y direction as shown in figure 6 1.