Steel Function d0dce463-be64-42e9-906a-ef96d439ba3d 12 4 5 decimal
&[DATE] &[TIME] - &[FILENAME]
&[PAGENUM] / &[COUNT]
<p>Steel Properties</p> <p>Steel Beam Design Function</p> <p>Simple Span Beam Function (used in the analysis)</p> <p>Find MoI </p> <p>Steel Beam Design only</p>

Steel Beam Design

Forces

kip 20

Axial

Moment about x-axis

kip ft * 10

Moment about y-axis

Torque (about z-axis)

Bending moment shape modifier for axial - bending load

ASD Axial magafier coef.

5

Bending mmoent shape mod for LTB

Input Values

Length of Beam

Typical unbraced length (can overide below)

Unbraced lengths

(Use Lz for LTB)

Must Add Shear Design

Boundry/End conditions

Material

Yield strength

MOE

Safety Factors

Bending

Compression

Shear

Utilization Ratio

0.0824

Compactness

OK

Moment strength x-axis

kip ft * 166.5736

Moment strength x-axis

kip ft * 72.6048

Axial strength

kip 462.6558
<p>Steel Beam Design and Analysis (simple span only)</p>

Analyze simple span beam and design beam

Snow Load

Dead Load

Drift load

Input Values

Length of Beam

Loads - Applied in X-direction (stong axis)

Uniform Loads

Trib left / right

ft 5

Live/Snow load

plf 125

Self weight

plf 0

Dead Load

plf 100

Total load on beam

plf 225

Uniform Load

Partial Loads

ft 5

Trib width

Drift Loads

Drift load case

N/S drift

Max Drift load

psf 60 psf ft / 4.2857

Snow load slope

ft 14

Length of drift

Varying Case

plf 300

Drift on joist - Varying

plf 0

At

ft 14

Uniform Case (drift)

plf 0

Nomenclature flows that found in "Beam Analysis spreadsheet" by Alex Tomanovich

Partial Loads

Enter wb in top row

Enter b in second row

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

Enter we in third row

Enter e in bottom row

Point Loads

Loads - Applied in X-direction (stong axis)

Axial Load

Unbraced length (can overide below)

Unbraced lengths

(Use Lz for LTB)

Boundry/End conditions

Material

Yield strength

MOE

Span Type

MoE

MoI

0.0002 m 4 ^ *

Numnber of points to divide beam

kip 3.5806 ft 0 kip 3.5806 kip ft * 13.6772 ft 8.0816 kip 2.5694 in 0.2338 ft 10.6531

Steel Beam Design

Forces

kip 0

Axial

Moment about x-axis

kip ft * 13.6772

Moment about y-axis

Torque (about z-axis)

Bending moment shape modifier for axial - bending load

Must Add Shear Design

ASD Axial magafier coef.

5

Bending mmoent shape mod for LTB

Safety Factors

Bending

Compression

Shear

Moment strength x-axis

kip ft * 166.5736

Moment strength x-axis

kip ft * 72.6048

Axial strength

kip 462.6558

Utilization Ratio

0.0821

Compactness

OK

Deflection

in 0.2338 924.0315 OK

Deflection ratio