DESIGN CALCULATION FOR BASE PLATE
DESIGN CALCULATION FOR BASE PLATE download and see the colocations of excel sheet
Civil Books Platform
Design for Anchor Bolts in Moment Condition
The function of anchor bolts is to transfer loads to the masonry from attachments such as ledgers, sills, and bearing
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 times Fu) times the projected area of
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 in.) at the first floor
ONE WAY SPANNING SLAB DESIGN TO BS8110
The direction (shorter side of slab) in which load is transferred is known as span. A one-way slab is designed for
EARTHQUAKE LOAD CALCULATION
Earthquake load takes place due to the inertia force produced in the building because of seismic excitations. Inertia force is varies
End Plate Moment Connection (Unstiffened, 2 Bolt Columns )
An end plate connection, as shown in Fig. 1, consists solely of a vertical plate shop-welded to the end of the
Zee Section Properties & Design Capacities (AISI-1996)
Another property used in beam design is section modulus (Z). The section modulus of the cross-sectional shape is of significant
Web Flange Weld Design Sheet
The web to flange welds carries the shear stresses which act on planes parallel to the longitudinal axis of the beam.
Web Yielding / Crippling Design Sheet
Web yielding is the compressive crushing of a beam web caused by the application of a. compressive force to the flange directly