<p>Steel Beam Design Function</p>

dedc394f-6fda-4c20-94c8-9b7f85d022d7 29 4 5 decimal

&[DATE] &[TIME] - &[FILENAME]

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

Output dynamic PNG file. Resolution is limited by resolution of your screen.

AISC Shape Lookup.xlsx Database v14.1 C1:N5 prop.png excel_PNGv2

SHAPEXYZ PROPERTYXYZ fAISC AISC Shape Lookup.xlsx Database v14.1 D2 SHAPEXYZ eval PROPERTYXYZ eval 21 mat D4 excel_IO :

Steel Material Properties STLMAT A992 5000 A36 3500 A500-GrB-46 46000000000000000000000084 mat :

<p>Steel Beam Design Function</p>

Shp# MTL# L.x# L.y# L.z# K.x# K.y# K.z# C.mx# C.my# α# C.b# P.r# M'.x# M'.y# M'.z# Ω.b# Ω.c# Ω.v# E.s# fSBWF Define Variables MT# STLMAT MTL# 1 findrows : Type# Shp# Type fAISC : A# Shp# A fAISC : d# Shp# d fAISC : t.w# Shp# tw fAISC : b.f# Shp# bf fAISC : t.f# Shp# tf fAISC : bf_2tf# Shp# bf/2tf fAISC : h_tw# Shp# h/tw fAISC : h.o# Shp# ho fAISC : r.ts# Shp# rts fAISC : I.x# Shp# Ix fAISC : S.x# Shp# Sx fAISC : r.x# Shp# rx fAISC : Z.x# Shp# Zx fAISC : I.y# Shp# Iy fAISC : S.y# Shp# Sy fAISC : r.y# Shp# ry fAISC : Z.y# Shp# Zy fAISC : J# Shp# J fAISC : C.w# Shp# Cw fAISC : W.no# Shp# Wno fAISC : S.w1# Shp# Sw1 fAISC : Q.f# Shp# Qf fAISC : Q.w# Shp# Qw fAISC : c# Type# W ≡ (Type# HP ≡ (| 1 Type# C ≡ (Type# MC ≡ (| h.o# 2 / I.y# C.w# / sqrt * Bad Shape if if : F.y# MT# 2 el ksi * : 281 line Compactness Flexure - Flanges λ.ff# bf_2tf# : λ.pff# 0.38 E.s# F.y# / sqrt * : λ.rff# 1 E.s# F.y# / sqrt * : CFF# λ.ff# λ.pff# < Compact λ.ff# λ.rff# < Non-Compact Slender Flanges if if : 51 line Flexure - Web λ.wf# h_tw# : λ.pwf# 3.76 E.s# F.y# / sqrt * eval : λ.rwf# 5.7 E.s# F.y# / sqrt * eval : CFW# λ.wf# λ.pwf# < Compact λ.wf# λ.rwf# < Non-Compact Slender Webs if if : 51 line Compression - Flanges λ.fc# bf_2tf# : λ.rfc# 0.56 E.s# F.y# / sqrt * : CFC# λ.fc# λ.rfc# < Non-Slender Slender if : 41 line Compression - Web λ.wc# h_tw# : λ.rwc# 1.49 E.s# F.y# / sqrt * eval : CWC# λ.wc# λ.rwc# < Non-Slender Slender if : 41 line 51 line Analyze Flexure about the X-Axis (aka strong axis) Elastic Critical Buckling Resitance P.ex# π 2^E.s# * I.x# * K.x# L.x# * (2^/ eval : Second order moment magnifier B.1x# 1 C.mx# 1 α# P.r# P.ex# / * - / Max : M.rx# M'.x# B.1x# * : Plastic yielding strength M.px# F.y# Z.x# * : Non compact Flanges M.nflbx# M.px# M.px# 0.7 F.y# * S.x# * - (λ.ff# λ.pff# - λ.rff# λ.pff# - / (* - eval : Lateral-Torsional Buckling Unbraced Length L.b# L.z# : Length where yielding will occur prior to LTB L.p# 1.76 r.y# * E.s# F.y# / sqrt * eval : Unbraced length limit for inelastic LTB L.r# 1.95 r.ts# * E.s# 0.7 F.y# * / * J# c# * S.x# h.o# * / sqrt * 11 6.76 0.7 F.y# * S.x# * h.o# * E.s# J# * c# * / (2^* + sqrt + sqrt * eval : Critical stress for LTB F.crltb# C.b# π 2^* E.s# * L.b# r.ts# / (2^/ 1 0.078 J# * c# * S.x# h.o# * / L.b# r.ts# / (2^* + sqrt * eval : 91 line Find which LTB state controls M.nltb1# F.crltb# S.x# * : M.nltb2# C.b# M.px# M.px# 0.7 F.y# * S.x# * - (L.b# L.p# - L.r# L.p# - / (* - (* eval : M.nltb# L.b# L.r# ≤ M.nltb2# M.px# Min M.nltb1# if : 41 line X-axis Moment capacity M.cx# L.b# L.p# < M.px# Ω.b# / M.nflbx# Ω.b# / Min M.nltb# Ω.b# / M.nflbx# Ω.b# / Min if : 131 line 21 line Analzye flexure about Y-Axis Elastic critical buckling resitance P.ey# π 2^E.s# * I.y# * K.y# L.y# * (2^/ eval : Second Order Moment Magnifier B.1y# 1 C.my# 1 α# P.r# * P.ey# / - (/ Max : M.ry# M'.y# B.1y# * : PLastic Moment capacity M.py# F.y# Z.y# * 1.6 F.y# * S.y# * Min : Non compact shape - flanges in flexure M.nflby# M.py# M.py# 0.7 F.y# * S.y# * - (λ.ff# λ.pff# - λ.rff# λ.pff# - / (* - eval : Capacity for bending about Y-axis (weak axis) M.cy# M.py# Ω.b# / M.nflby# Ω.b# / Min : 111 line 21 line Axial Capacity Inelastic Buckling Limit λ.e# 4.71 E.s# F.y# / sqrt * : Governing slenderness ratio λ.s# K.x# L.x# * r.x# / K.y# L.y# * r.y# / Max : Elastic buckling stress F.e# π E.s# * λ.s# / : Critical buckling stress F.cr# λ.s# λ.e# ≤ 0.658 F.y# F.e# /^F.y# * 0.877 F.e# * if : Axial Capacity P.c# F.cr# A# * Ω.c# / : 101 line 21 line Combine strengths U.comb# P.r# P.c# / 0.2 ≥ P.r# P.c# / 89 / M.rx# M.cx# / M.ry# M.cy# / + (* + P.r# 2 P.c# * / 1 M.rx# M.cx# / M.ry# M.cy# / + (* + if : Check compactness ChCF# CFF# Compact ≡ (CFF# Non-Compact ≡ (| (CFW# Compact ≡ (& OK Use Compact Section or Different Calc if : 41 line Results Results# U.comb# ChCF# M.cx# M.cy# P.c# I.x# 61 sys : 81 line :

Shp# MTL# fSBWTtest Define Variables MT# STLMAT MTL# 1 findrows : Type# Shp# Type fAISC : A# Shp# A fAISC : d# Shp# d fAISC : t.w# Shp# tw fAISC : b.f# Shp# bf fAISC : t.f# Shp# tf fAISC : bf_2tf# Shp# bf/2tf fAISC : h_tw# Shp# h/tw fAISC : h.o# Shp# ho fAISC : r.ts# Shp# rts fAISC : I.x# Shp# Ix fAISC : S.x# Shp# Sx fAISC : r.x# Shp# rx fAISC : Z.x# Shp# Zx fAISC : I.y# Shp# Iy fAISC : S.y# Shp# Sy fAISC : r.y# Shp# ry fAISC : Z.y# Shp# Zy fAISC : J# Shp# J fAISC : C.w# Shp# Cw fAISC : W.no# Shp# Wno fAISC : S.w1# Shp# Sw1 fAISC : Q.f# Shp# Qf fAISC : Q.w# Shp# Qw fAISC : c# Type# W ≡ (Type# HP ≡ (| 1 Type# C ≡ (Type# MC ≡ (| h.o# 2 / I.y# C.w# / sqrt * Bad Shape if if : F.y# MT# 2 el ksi * : 281 line Results Results# S.x# F.y# I.x# 31 sys : 31 line :

Steel Beam Design

Forces

P.r 20 kip * : kip 20

Axial

Moment about x-axis

M'.x 10 kip * ft * : kip ft * 10

Moment about y-axis

M'.y 0 kip * ft * :

M.a 0 kip * ft * :

M.b 0 kip * ft * :

M.c 0 kip * ft * :

Torque (about z-axis)

M'.z 0 kip * ft * :

M.max M'.x :

C.b 12.5 M.max * 2.5 M.max * 3 M.a * + 4 M.b * + 3 M.c * + / :

Bending moment shape modifier for axial - bending load

C.mx 1 :

C.my 1 :

ASD Axial magafier coef.

α 1.6 :

C.b 5

Bending mmoent shape mod for LTB

C.b 1 :

Input Values

Shp W12X35 :

L.b 18 ft * :

Length of Beam

L.bb 18 ft * :

Typical unbraced length (can overide below)

Unbraced lengths

L.x L.bb :

L.y 1 ft * :

L.z L.bb :

(Use Lz for LTB)

Must Add Shear Design

Boundry/End conditions

K.x 1 :

K.y 1 :

K.z 1 :

Material

Yield strength

MTL A992 :

MOE

E.s 29000 ksi * :

Safety Factors

Bending

Ω.b 1.67 :

Compression

Ω.c 1.67 :

Shear

Ω.v 1.5 :

SMresults Shp MTL L.x L.y L.z K.x K.y K.z C.mx C.my α C.b P.r M'.x M'.y M'.z Ω.b Ω.c Ω.v E.s fSBWF : #

Utilization Ratio

U.s SMresults 1 el : #

Compactness

Compact SMresults 2 el : #

Moment strength x-axis

M.cx SMresults 3 el : #

Moment strength x-axis

M.cy SMresults 4 el : #

Axial strength

P.c SMresults 5 el : #

Shp MTL fSBWTtest #