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DESIGN CALCULATION FOR BASE PLATE

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Design for Anchor Bolts in Moment Condition

The function of anchor bolts is to transfer loads to the masonry from attachments such ...
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Capacity of Bolts in Bearing Connection Based on AISC-ASD 9th Edition

The bearing deformation limit state is based on a maximum bearing stress (a constant ...
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WF Base Plate Design Based on AISC-ASD 9th Edition

You are required to design a WF section steel column W12x106 (d=12.89 in and b-12.22 ...
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ONE WAY SPANNING SLAB DESIGN TO BS8110

The direction (shorter side of slab) in which load is transferred is known as span. A ...
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EARTHQUAKE LOAD CALCULATION

Earthquake load takes place due to the inertia force produced in the building because of ...
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End Plate Moment Connection (Unstiffened, 2 Bolt Columns )

An end plate connection, as shown in Fig. 1, consists solely of a vertical plate ...
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Zee Section Properties & Design Capacities (AISI-1996)

Another property used in beam design is section modulus (Z). The section modulus of the ...
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Web Flange Weld Design Sheet

The web to flange welds carries the shear stresses which act on planes parallel to ...
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Web Yielding / Crippling Design Sheet

Web yielding is the compressive crushing of a beam web caused by the application of ...
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Strut Tube Connection Design Capacities

General Information. Tube Struts can be fitted between Purlins, Rails or Cee members ...
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Staircase Tread Properties & Design Capacities

Staircase treads measure between 8 and 10 inches long, with longer treads being used on ...
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