Question-1: Axial pressure force of PG = 4ca kN from fixed loads and PQ = 6db kN from live loads; vertical load WG = 5.c

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Question 1 Axial Pressure Force Of Pg 4ca Kn From Fixed Loads And Pq 6db Kn From Live Loads Vertical Load Wg 5 C 1 (91.89 KiB) Viewed 67 times

Question-1: Axial pressure force of PG = 4ca kN from fixed loads and PQ = 6db kN from live loads; vertical load WG = 5.ca kN/m from fixed distributed loads and WQ = 7.db kN/m vertical load from live distributed loads; The system information of the HE 360 B cross- section element under the horizontal load of FG = 4.ca kN from fixed loads and FQ = 8.db kN from live loads are given below. Check the strength controls of the element under combined effects according to the YDKT design principle. (50 Points) *Steel class: S275, brm of the length of the Krsh. *Element lateral displacements are prevented at the support points. *Controls will be made according to the cross-section results obtained by the second-order analysis, second-order analysis will not be performed and compared via the computer program. WG ve WQ Explanation: a,b,c,d will be determined as 13101a0bcd according to student number. PG and PQ I example: student number: 1310170138 will be a=7, b=1, c=3, d=8. 3.cd FG and FQ 3.cd