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Describe your structural problem. AXIS finds the right tool and pre-fills your parameters.
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Concrete
Steel
Foundations
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Concrete
RC Beam — Flexure + Shear
RC beam 30x60 cm, fc=25 MPa, fy=420 MPa, Mu=180 kN m, Vu=90 kN, span 6m
Concrete
RC Column — Biaxial
Concrete column 40x40 cm, Pu=900 kN, biaxial bending, fc=28 MPa, fy=420 MPa
Concrete
Two-Way Slab — Punching
Two-way flat slab punching shear, interior column, fc=25 MPa
Concrete
Shear Wall — Lateral
Concrete shear wall lateral seismic wind loading
Concrete
Crack Width — Service
Crack width serviceability check RC beam concrete rebar spacing
Steel
Steel Beam — AISC LRFDs
Steel wide flange W-shape beam flexure, Mu=250 kN m, Fy=345 MPa, span 8m AISC
Steel
Steel Column — Buckling
Steel column buckling, Pu=600 kN, KL=4m, Fy=250 MPa AISC 360
Steel
Bolt Group — AISC
Bolt connection group shear steel AISC tension design
Steel
Fillet Weld — AISC
Fillet weld connection steel AISC
Foundation
Isolated Footing
Isolated footing, column load Pu=700 kN, soil bearing 150 kPa
Foundation
Retaining Wall — 4m
Cantilever retaining wall 4m height, backfill soil 18 kN m3
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Wind Load — ASCE 7
Wind load ASCE 7 MWFRS exposure B, basic wind speed 150 km/h
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Seismic — ELF Method
Seismic equivalent lateral force ASCE 7, SDS=0.9, site class D
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Structural Canvas
Draw and analyze 2D frames