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.
![PROFIL
KOLON HE300M
d
(mm)
208
h
(mm)
340
b
(mm)
310
tw
(mm)
21
tf
(mm)
40
A
(cm²)
303.1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1347e6d1-4ce0-4faa-a982-df96e6aca5db%2Fa7134e02-ef6b-4716-83a9-47af7e1f6080%2Fsp7whw_processed.png&w=3840&q=75)
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