INSTRUCTION: Solve the diagram given below. Determine the ff items rounded to two decimals. 40 kN 25 kN/m 55 kN/m 45 kN/m A 3 m 1 m 2 m 3.5 m 3.5 m B A a.) Determine the value of positive max moment in KN-m Blank 1 b.) Determine the value of negative max moment in KN-m Blank 2 c.) Determine the value of max shear Blank 3 d.) Find the minimum height of the rectangular beam in mm, rounded up divisible to 50 mm, if the flexural stress is not to exceed 50 mPa, given that the base of a rectangular section is 80mm. Blank 4 e.) Find the minimum height of the rectangular beam in mm, rounded up divisible to 50 mm, if the flexural stress is not to exceed 5 mPa, given that the base of a rectangular section is 80mm. Blank 5

Please do the needful and answer properly with clear writing.   I will be greatful to you for your help.

For the solution for this problem, I was wondering how they got 0.75s and the 0.25 in the graph? I thought in the muller method you replace the point of interest with 1 unit load up? Can you please show all calculations so I can see where the 0.75s and 0.25 are coming from

■ Determine the maximum tension force T for the three cases in the figure. ■ Consider only the resistance from the angle. 100 myn 5275 tomm TEM 10mm I 1/20mm Typical хот tom томил Вотик Вэтаа Somm T T

a. Location or distance of maximum moment measured at “x” distance from point Ab. Maximum bending stressc. Bending stress at point Bd. Bending stress at point C

Need only handwritten solution only (not typed one).

Remember to show all units and provide a step by step solution showing all work. Draw and label diagrams.Use the formula sheet.

For the  beam  of  the cross section shown, calculate the  nominal  moment  (Mn)  and check the  tensile strain.