ASAP!!!

The element, which is dimensioned with the 70+2Y long U profile with the details of the bolted joint with a crushing effect in the figure below, is under the effect of PG (kN) and Po (kN) axial tensile forces under fixed and live loads, respectively.

a. Determination of the characteristic tensile strength of the element

b. Checking the design and safe tensile strength of the element (YDKT and GKT)

c. Determination of the characteristic strength of the joint

D. Checking the design and safe strength of the joint (YDKT and GKT)

Values:

X:30 (mm)

H:40 (mm)

Z: 20 (mm)

Thickness: 20(mm)

Profile Type: UPE 180

Steel Material: S275

Bolt Class: M16 ; 10.9

Pg(Kn):105

PQ(Kn):200

[STEEL LESSON ASSIGNMENT URGENT !!!]