=60 degrees to the vertical, is supported by a pin at B and the 0.75in. diameter steel bar AC.(a) Determine the cross-sectional area of BC for which the displacement of C will be vertical when 5000lb force is applied.(b) Compute the corr

O FS = 2.4 O FS = 2.2 Consider a simple supported beam subjected to the load shown. The beam has a solid square cross-section with edge "a", and made of steel alloy having a yielding tensile and compressive strength of oy = 400 MPa. Determine its minimum required edge "a" for a factor of safety against yielding FS = 2.5. The area moment of inertia of that section about its neutral axis N.A. is INA = b.h³/12. of 3 kN 2 kN/m D 6 m + Select one: 5:37 PM 86°F Light rain ENG 6/18/2021 hp

Assume that the truss is simply supported at joints M and E. Determine the stress at member AH if P.= 15.375 Kips, the area is 11 in. Answer your problem with the given unit ksi. Pu Pu P. Pu P. P. P. * a w - LKJ IH G

Set P₁ = 38 kN, P₂ = 28 kN. (Figure 1) Figure B G -1.5 m 1.5 m 1.5 m 1.5 m P₁ P₂ 1 of 1 2 m Part A Determine the force in member AB of the truss. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. FAB = Submit μA Value Request Answer Units ?

Hand written please

d(mm)=65 T(nm)=1500 Gst(Gpa)=70

Given the truss and loading shown below, determine the stress at member DF if Pµ = 18.375 Kips and its area is 16 in². Assume that the truss are simply supported at joint M and E. Express your answer in ksi. Use three decimal places. RM Pu Pu 0 Pu Pu 8 @ 10' = 80' Pu B Pu CF Pu et LK J I H G F 8@10' 80' RE