If you can solve both of them that would help me a lot! Thank You!

kwat T ab AB ac bd [9] The thin-walled section is loaded such that the internal vertical shear at the section shown is 1000 lb 1 and the bending due to the loading produces compression on the upper flanges. If h=20", w=5", Aa=AB=Ac=Ap=1.0 in2, and all web thicknesses are 0.100", assume all bending is carried in the flanges and determine (a) the AP in each flange due to the change in moment, (b) the shear flow in each web using the change in flange force (sketch also). [10] Resolve Problem [9] by simply summing forces and moments. (Note: V is the the section and we are solving for the equivalent resultant shear flows). C D kwat T ab AB ac bd [9] The thin-walled section is loaded such that the internal vertical shear at the section shown is 1000 lb 1 and the bending due to the loading produces compression on the upper flanges. If h=20", w=5", Aa=AB=Ac=Ap=1.0 in2, and all web thicknesses are 0.100", assume all bending is carried in the flanges and determine (a) the AP in each flange due to the change in moment, (b) the shear flow in each web using the change in flange force (sketch also). [10] Resolve Problem [9] by simply summing forces and moments. (Note: V is the the section and we are solving for the equivalent resultant shear flows). C D