25 lines
1 KiB
YAML
25 lines
1 KiB
YAML
|
# Project name shown in the Typst report header.
|
||
|
|
project: "Casablanca Hotel - 16 Steel Joists Replacement"
|
||
|
|
# Person or organization shown in the Typst report footer.
|
||
|
|
prepared_by: "Conemco Engineering"
|
||
|
|
|
||
|
|
# Beam span used for the service deflection limit.
|
||
|
|
beam_length: "9 ft"
|
||
|
|
# Unbraced length of the compression flange used for lateral-torsional buckling.
|
||
|
|
unbraced_length: "9 ft"
|
||
|
|
# Factored major-axis bending demand taken from load-determination.typ.
|
||
|
|
Mu: "8.124 kip * ft"
|
||
|
|
# Factored reaction on the connector, used here as the factored shear demand.
|
||
|
|
Vu: "3.611 kip"
|
||
|
|
# AISC Shapes Database v15.0 label. Section properties are read from the XLSX.
|
||
|
|
section: "W10X15"
|
||
|
|
# Steel yield stress used for flexure and shear (AISC A992).
|
||
|
|
steel_yield: "50 ksi"
|
||
|
|
# Steel elastic modulus used for LTB and deflection.
|
||
|
|
steel_modulus: "29000 ksi"
|
||
|
|
# LTB moment-gradient factor. Use the applicable AISC Cb value.
|
||
|
|
cb: 1
|
||
|
|
# AISC coefficient c for the selected I-shape LTB equation.
|
||
|
|
c: 1
|
||
|
|
# Service uniform load for the deflection check (lbf/ft).
|
||
|
|
service_load: "548.98 lbf/ft"
|