C Profile Design

Composite Cold Form Joist Design

In According to Code AISI-S100-08 , AISC-360-2016

Input Data

-Span, L

-Steel Joist Distance, sd

-Super Dead Load, SDL

-Live + Partition Load, LL

-Construction Load, CL

-Height of Steel Deck, hdeck

-Thickness of Concrete Slab, tc

Output Data

Section Properties

-Cold Form Joist Profile

-Effective Height, h

-Effective Width, w

-Effective Lip, d

-Thickness, t

-Gross Area, Ag

-Joist Weight

-Effective Moment of Inertia, Ie

-Effective Section Module, We

-Gross Moment of Inertia, Ig

-Gross Section Module, Wg

-Effective Compressive Moment of Inertia, Iyc

-Shear Center, q

-Torsional Constant, J

Forces in Construction Case

-Dead Load of Construction, Dc

-Live Load of Construction, Lc

-Design Load, Wuc

-Design Construction Linear Load, Puc

-Ultimate Design Moment, Muc

-Ultimate Design Shear, Vuc

-Ultimate Design Torsion , Tuc

-Stress in Compressive Flange, f

-S Coefficient

-Ratio of w/t

-Lip Moment of Inertia, Is

-Lip Adequate Moment of Inertia, Ia

-RI Coefficient

-n Coefficient

-Buckling Coefficient, k

-Euler Strength, Fe

-Moment Strength, Fc

-Moment Resistance,Mn

-Moment Resistance Ratio

-h/t Coefficient

-ρ Coefficient

-Shear Strength, Fv

-c/t Coefficient

-qs Coefficient

-Shear Resistance,Vn

-Shear Resistance Ratio

-Torsional Resistance,Tn

-Torsional Resistance Ratio

-Deflection on DLc, δ

-L/360 Coefficient

-Deflection Ratio

-Vibration Coefficient, fo

-Vibration Ratio

Forces in Composite Case ( Forces & Composite Check)

Dead Load, DL

Live Load, Ll

Design Load, Wu

Design Linear Load, Pu

Ultimate Design Moment, Mu

Ultimate Design Shear, Vu

Ultimate Design Torsion , Tu

-Concrete Width under compression, a

-Concrete Effective Width, be

-Moment Resistance,Mn

-Moment Resistance Ratio

-Shear Strength, Fv

-Shear Resistance,Vn

-Shear Resistance Ratio

-Torsional Resistance,Tn

-Torsional Resistance Ratio

-Deflection on DL+LL, δ

-L/240 Coefficient

-Deflection Ratio

-Vibration Coefficient, fo

-Vibration Ratio

Shear Connector Design

-Nominal shear capacity one shear stud, Qn

-Diameter of one shear Stud, dstud

-Area of one shear Stud, Astud

-Shear Stud Grade, Fu stud

-From Concrete Crushing, Qn1

-From Tensile Yielding, Qn2

-From Test, Qn3

-From Top Chord Tearing, Qn4

-Nominal shear capacity one shear stud, Qn

-Sliding Shear Force, Vhu

-Number of shear stud , N

-Number of shear stud in Partial Composite , Nr

Support Connection Design

-Bolt Diameter, dh

-Bolt Area

-Bolt Ultimate Strength, Fu

-Bolt Shear Capacity, Vn

-Web Tearing Capacity, Pnt

-dh / t Coefficient

-Web Bearing Capacity, Pnb

-Bolt Capacity, Vnb

-Bolt Quantites, N