Untitled Document


Steel Buildings > Calculators >

STRUCTURAL ENGINEERING CALCULATORS

LOADING
SNOW LOADING ANALYSIS ASCE 7-05 Code for Buildings with Flat or Low Slope Roofs - for Balanced Snow, Drift, and Rain-on-Snow Surcharge Loadings ICE LOADING ANALYSIS (WT, MT & ST SHAPES) ASCE 7-05 Code - Chapter 10- for Ice Loads Due to Freezing Rain on WT, MT & ST Shapes ICE LOADING ANALYSIS (W, M, S & HP SHAPES) ASCE 7-05 Code - Chapter 10 - for Ice Loads Due to Freezing Rain on W, M, S, and HP Shapes ICE LOADING ANALYSIS (C & MC SHAPES) ASCE 7-05 Code - Chapter 10for Ice Loads Due to Freezing Rain on C and MC Shapes SEISMIC BASE SHEAR (SINGLE-LEVEL BUILDINGS) IBC2006 and ASCE 7-05 Specifications - Using Equivalent Lateral Force Procedure for Regular Single-Level Building/Structural Systems WIND LOADING ANALYSIS (LOW-RISE BUILDINGS) ASCE 7-05 Code for Enclosed or Partially Enclosed Buildings, Using Method 2: Analytical Procedure (Section 6.5) for Low-Rise Buildings

STRUCTURAL ENGINEERING CALCULATORS

SNOW LOADING ANALYSIS
ASCE 7-05 Code for Buildings with Flat or Low Slope Roofs - for Balanced Snow, Drift, and Rain-on-Snow Surcharge Loadings

ICE LOADING ANALYSIS (WT, MT & ST SHAPES)
ASCE 7-05 Code - Chapter 10- for Ice Loads Due to Freezing Rain on WT, MT & ST Shapes

ICE LOADING ANALYSIS (W, M, S & HP SHAPES)
ASCE 7-05 Code - Chapter 10 - for Ice Loads Due to Freezing Rain on W, M, S, and HP Shapes

ICE LOADING ANALYSIS (C & MC SHAPES)
ASCE 7-05 Code - Chapter 10for Ice Loads Due to Freezing Rain on C and MC Shapes

SEISMIC BASE SHEAR (SINGLE-LEVEL BUILDINGS)
IBC2006 and ASCE 7-05 Specifications - Using Equivalent Lateral Force Procedure for Regular Single-Level Building/Structural Systems

WIND LOADING ANALYSIS (LOW-RISE BUILDINGS)
ASCE 7-05 Code for Enclosed or Partially Enclosed Buildings, Using Method 2: Analytical Procedure (Section 6.5) for Low-Rise Buildings

Disclaimer: These calculators are not intended to be used for the design of actual structures, but only for schematic (preliminary) understanding of structural design principals. For the design of an actual structure, a competent professional should be consulted.