DESIGN CALCULATION FOR BASE PLATE
DESIGN CALCULATION FOR BASE PLATE Read More »
December 27, 2021
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 plates. Both shear and tension are transferred through anchor bolts to resist design forces such as uplift due to wind at the top of a column or wall or vertical gravity loads on ledgers supporting
Design for Anchor Bolts in Moment Condition Read More »
AXIAL LOAD / MOMENT DIAGRAMS: CIRCULAR COLUMNS
Axial loading is defined as applying a force on a structure directly along an axis of the structure. Axial moment is applied in the plane perpendicular to the beam axis. … It is defined in beam coordinate system only.
AXIAL LOAD / MOMENT DIAGRAMS: CIRCULAR COLUMNS Read More »
AXIAL LOAD / MOMENT DIAGRAM to BS8110
Axial Force Diagram: It is a diagram which represents the axial force graphically with proper scale and sign. The sign and scale refers the ordinate of axial force at each point along the length of member. Axial moment is applied in the plane perpendicular to the beam axis. … It is defined in beam coordinate system only.
AXIAL LOAD / MOMENT DIAGRAM to BS8110 Read More »
Load distribution and lateral stability
Distributed scheduling is concerned with distributing the load of a system among the available resources in a manner that improves overall system performance and maximises resource utilisation. The basic idea is to transfer tasks from heavily loaded machines to idle or lightly loaded ones. lateral stability is the property of an object to develop forces or to
Load distribution and lateral stability Read More »
COMBINED MOMENT & DEFLECTION TABLES
You cannot establish a direct relationship between deflection and moment. Deflection depends on the load, span, Modulus of elasticity and the Moment of Inertia. … The maximum moment is at the support where the deflection is zero. The maximum deflection is at the free end of the cantilever where the moment is zero.
COMBINED MOMENT & DEFLECTION TABLES Read More »
Combined Footing Design Based on ACI 318-02
Combined footings are constructed for two or more columns when they are close to each other and their foundations overlap. Design of combined footings with example is discussed. The function of a footing or a foundation is to transmit the load form the structure to the underlying soil.
Combined Footing Design Based on ACI 318-02 Read More »
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 the contact surface normal to the direction of force. The area is shown in Figure 3.6. 1(a) and equals the actual diameter of the bolt times the thickness of the plate.
Capacity of Bolts in Bearing Connection Based on AISC-ASD 9th Edition Read More »
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 and its base plate. Assume that the column is only subject axial load and sits on an independent isolated concrete footing. The dead load on the column P, 320 Kips, live lad P =580, and
WF Base Plate Design Based on AISC-ASD 9th Edition Read More »
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 the spanning direction alone as it bends in only one direction. The main tension reinforcing bars therefore run parallel (spaced uniformly) to the shorter span and are usually placed at the bottom of slab.
ONE WAY SPANNING SLAB DESIGN TO BS8110 Read More »
EARTHQUAKE LOAD CALCULATION
Earthquake load takes place due to the inertia force produced in the building because of seismic excitations. Inertia force is varies with the mass. Earthquake load acts over the surface of a structure placed on ground or with adjacent building.
EARTHQUAKE LOAD CALCULATION Read More »
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 web transverse to the axis of the beam with fillet welds on each side of the web. The field connection is made by bolting the end plate to the flange or web of the supporting
End Plate Moment Connection (Unstiffened, 2 Bolt Columns ) Read More »
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 importance in designing beams. It is a direct measure of the strength of the beam.
Zee Section Properties & Design Capacities (AISI-1996) Read More »
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. … The shear flow is the shear force per unit length (kN/m) to be carried by the web to flange welds.
Web Flange Weld Design Sheet Read More »
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 above or below the web. This force could be an. end reaction from a support of the type shown in Figure below, or it could be a load. delivered to the top flange by a
Web Yielding / Crippling Design Sheet Read More »
Strut Tube Connection Design Capacities
General Information. Tube Struts can be fitted between Purlins, Rails or Cee members and help resist the compressive forces exerted by the cold-rolled sections. There are 3 distinct types as shown in the diagram below. They are distinguished by the type of end connector. Types of Tube Struts.
Strut Tube Connection Design Capacities Read More »