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Meer tonen Minder tonen

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Meer tonen Minder tonen

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836 resultaten

Why is 5% plastic strain limit used in material diagram for AISC?

Steel joint design resistance (AISC)

Block Shear Rupture in Bolted Connections (AISC)

When to use a stiffening member?

RISA-3D import into IDEA StatiCa

Stress in plates higher than the yield strength

Y-shape welded tubes

Anchoring with cleats

X joint with tubes

Beam to column connection using angle cleats

SAP2000 BIM link for the structural design of a steel connection (AISC)

ETABS BIM link for steel connection design (AISC)

Tubular clamped connection

Endplates and ribs for hollow sections

Welded hollow-section consoled roof joint

Beam with stiffener connected to column

Directly anchored beam

Haunch flange with openings

Double haunches

I-sections with stub

Anchored rafter