An unstiffened web of ISMB 500 is subjected to transverse loading. The web of I section is free from shear buckling. The yield and ultimate tensile strength of steel are 250 MPa and 410 MPa respectively. The partial safety factor against yielding and ultimate tensile strength are Ymo i 1.10 and Ym1 = 1.25 respectively. Thickness of the web is 10.2 mm and thickness of flange is 17.2 mm the design shear capacity of I section is %D %3D kN.

Q: Fill in the following Leveling Notes. In your handwritten notes, perform a page check and calculate…

A: Surveying is a very important branch of civil engineering as it is mainly dealt with the measurement…

Q: Define fiber-optic piezometer.

A: A piezometer is a device which is used for measurement of pressure of a fluid in a system or at a…

Q: 2 +Y 1+Z +X the letter corresponding to the view on the right that shows the result of rotating the…

A: To indicate the correct option among the given answers

Q: dy x³ex² dx ylny

A: Hello dear this is the solution of your problem Please see the attached solution, thanks

Q: What is the level rod reading in feet at the main crosshair line shown in the figure? (enter only a…

A:

Q: Why did you divide the detention time by 7.48? Can you please explain? (Step 3, Line 2

A: Detention time

Q: Calculate the flight height above average terrain that is required to obtain vertical photographs at…

A:

Q: * Next Px ? |(-50.6867-37.59+ 103.368 2)× (.37+li65p t1.lk)

A: