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