Fcr=pi^2*E*I/((KL)^2
It is load resistance RL. It can be any device that can act as a load at the output end. Example : A resistor
Bolt pre-tension is also called induced load or clamp load. Induced load in the bolt is the load generated in the bolt at a particular torque value. This induced load value is generally 75% of the proof load value. Parveen Lohera Sr. Manager-QA Deepak Fasteners Limited, INDIA
There are several solutions for balancing the load of web applications. There are several Application load balancing softwares available.
http://serverfault.com/questions/171400/hardware-vs-software-load-balancers-just-a-cost-issue
A static load is a constant steady load.Think of a floor, if you stand on it without moving that is a static load. lump load A lumped network is usually a simplification of a distributed network, such as a transmission line. A transmission line has built in resistance, inductance
you have 3 ton load. means it is critical load for your tripod. now you have to design legs of tripod, so calculate load on each leg. tha load will equally distribute on the tripod. so 1000 kg on each. firstly you have to take angle of each leg to the ground ..let's consider it's 75 degree. and load in Newton it's 1000 X 9.8 = 9800. now take eulers formula Pcritical= Pie2 E I/L2 E = 70000 mpa, I= moment of inertia, L-Length from that u will get moment of inertia and u should no from moment of inertia u can calculate internal and external dia of leg..assume height and length of pipe.
The critical buckling load
buckle means bending
Formula for what?!
The point at which stress goes on increasing without much load is called the critical load.
Load * Distance ., will act on the CG
The Schmid factor m is part of the equation for the critical resolved shear stress τ0. The critical resolved shear stress is the component of shear stress in a slip plane, resolved in the direction of slip, necessary to initiate slip in a grain (plastic deformation in metals). m = cos(κ)cos(λ) ; τ0 = mσ κ - the angle between the applied load direction and the slip plane normal. λ - the angle between the applied load direction and the slip direction. σ - the applied stress or load
The Rankine-Gordon formula is an empirical equation used to estimate the ultimate load-bearing capacity of reinforced concrete columns. It combines the effects of axial load and bending moments, accounting for both the material properties and geometric factors of the column. This formula is particularly useful in structural engineering for designing columns subjected to combined loading conditions. It aids engineers in ensuring safety and stability in concrete structures.
columns are vertical load bearing members of a structure. They provide support by carrying beams ( horizontal load bearing members ). The safe load for a column can be calculated by Euler's formula or Rankine's formula.
Load divided by area of load applied (Load per unit area)
The formula to calculate effort force in a lever is Effort Force = Load Force x Load Arm Length / Effort Arm Length. This formula takes into account the load force being lifted, the length of the load arm, and the length of the effort arm to determine the amount of effort force needed to lift the load.
The fundamental equation for the power of any load is the product of the voltage across the load and the current through it: P = U I.Since voltage is the product of current and resistance (U = I R), we can substitute for voltage in the original equation:P = U I = (IR) I = I2R