Input

BeamFEA_1 - Input b5238238-343c-46e1-93a3-210b3120617b 4 4 5 decimal

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

Input

Input

plf lbf ft / :

Set length unit

l.0 1 ft * :

Set force unit

F.0 1 kip * :

Set displacement unit

w.0 1 in * :

Eventually change sysmbols for deflection and length (update all symbols in calc)

q.0 1 F.0 l.0 / * :

Set distributed load unit

Set beam number to keep track of reactions increase for each beam case

bm 1 :

supports 0 ft * 10 ft * 1122 mat :

0=hinge, 1=pin support, 2= fixed (built in) support. Use hinge for cantilever Enter from 0' to end of beam -> left to right

Support / Hinge

MoE

MoE 29000 ksi * :

MoI

I 100 in 4^* :

Uniform Load

w 1 kip ft / * 11 mat :

On all spans (use multiple rows for multiple input)

Partial Loads

w.p 0 kip ft / * 0 ft * 0 kip ft / * 0 ft * 41 mat :

Enter wb in top row

Enter b in second row

Enter we in third row

Enter e in bottom row

Point Loads

Pt 0 kip * 0 ft * 21 mat :

Node Tolerance

tol 1 in * :

Function Calls

supports MoE I w w.p Pt Modeller fModeller #

Modeller I MoE tol E N fBeamPre #

N E Res.N Res.E fBeamSol #

Res.E T P fBeamPost #

M.max Res.E 4 Absmax F.0 * l.0 * :

V.max Res.E 3 Absmax F.0 * :

y.max Res.E 6 Absmax l.0 * :

w.max Res.E 2 Absmax F.0 l.0 / * :

Verify constants are unitless:

q.0 l.0 * F.0 / 1

w.0 l.0 / 0.0833

MoE I * F.0 l.0 2^* / 20138.8889

Results post

w.max kip ft / #

V.max kip #

M.max kip ft * #

y.max in #

post w.max y.max V.max M.max Res.N N E tol Pt w I MoE supports bm 'q.0 'w.0 'F.0 'l.0 'plf Nhead Absmax fBeamPost fBeamSol fBeamPre fModeller t.0q t.q0 t.qq t.mneg t.hinge t.mpos t.cφ t.fneg t.cw t.fpos t.beam moment circle arc dist sym support force beam lastError post w.max y.max V.max M.max T Res.N N tol Pt w.p w I MoE bm 'q.0 'w.0 'F.0 'l.0 'plf Nhead Absmax fBeamPost fBeamSol fBeamPre fModeller t.0q t.q0 t.qq t.mneg t.hinge t.mpos t.cφ t.fneg t.cw t.fpos t.beam Vorlage arc lastError post w.max y.max V.max M.max tol Pt I MoE bm 'q.0 'w.0 'F.0 'l.0 'plf t.0q t.q0 t.qq t.mneg t.hinge t.mpos t.cφ t.fneg t.cw t.fpos t.beam

Res.N 1 csort eval
#
#
x	w	φ	F	M	S:F.R	S:M.R
S:'l.0	S:'w.0	S:'°	S:'F.0	S:'F.0*'l.0	S:'F.0	S:'F.0*'l.0
#
#
#

position

w

displacement

φ

slope in °

F, M

external loads, including contri- butions of distri- buted loads

F.R

Support reactions

M.R

Keep Track of Beam Reactions F.R Res.N 1 csort eval 6 col : n 1 F.R rows range R.bm bm n el F.R n el : 11 line for 31 line