QUESTION 1: For the HE300M cross-section steel column, which is under the effect of 335kN from fixed loads and 825kN from live loads, design the base plate considering the ÇYTHYDE-2018 and AISC-LRFD specification rules and determine the plate thickness. The properties of the profile used for the steel column are given in the table below. Given and matters to be considered *Steel material class: S235 * Yield stress of steel material (Fy): 235 N/mm2 *The breaking stress of the steel material (Fu): 360 N/mm2 *Concrete strength class: C25 - fck=fc'=25 MPa *Concrete block dimensions are 400x400mm2. *While choosing the dimensions of the base plate to be designed, selection should be made to take values such as x50mm*x50mm or x00mm*x00mm (x is an integer between 1 and 9). * LRFD method will be preferred as the design method. * Where needed, AISC-LRFD specification and its annexes will be used.
QUESTION 1: For the HE300M cross-section steel column, which is under the effect of 335kN from fixed loads and 825kN from live loads, design the base plate considering the ÇYTHYDE-2018 and AISC-LRFD specification rules and determine the plate thickness. The properties of the profile used for the steel column are given in the table below.
Given and matters to be considered
*Steel material class: S235
* Yield stress of steel material (Fy): 235 N/mm2
*The breaking stress of the steel material (Fu): 360 N/mm2
*Concrete strength class: C25 - fck=fc'=25 MPa
*Concrete block dimensions are 400x400mm2.
*While choosing the dimensions of the base plate to be designed, selection should be made to take values such as x50mm*x50mm or x00mm*x00mm (x is an integer between 1 and 9).
* LRFD method will be preferred as the design method.
* Where needed, AISC-LRFD specification and its annexes will be used.
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