Can you create a program that solves a. for both questions. % Initialization of storage vectors for

Can you create a program that solves a. for both questions.

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% Initialization of storage vectors for forces in truss members DF & DG F_DF = zeros(length (F_D), 1)'; F_DG = zeros (length (F_D),1)'; % Rigid body equilibrium equation solutions for i=1:length(F_D) % Truss-level equilibrium equation solutions % (HINT: Only 1 truss-level equation is necessary if MoS will be applied using right-hand section) % MODIFY BY ADDING TRUSS-LEVEL EQUILIBIRUM EQUATION SOLUTION(S) HERE % Section-level equilibrium equation solutions % (HINT: Apply MoS using right-hand section, and assume all member forces drawn in section FBD are in tension) % % F_DF(1) = MODIFY; F_DG(1) = MODIFY; end % Plot generation figure(2) plot (F_D, F_DF, F_D, F_DG); title('Effect of Applied Load at D on Forces in Members DF & DG'); xlabel('Applied Load at D (kips)'); ylabel('Member Forces (kips)'); legend('F_D_F', 'F_D_G', 'Location', 'Northwest') % Initialization of storage vectors for forces in truss members DF & DG F_DF = zeros(length (F_D), 1)'; F_DG = zeros (length (F_D),1)'; % Rigid body equilibrium equation solutions for i=1:length(F_D) % Truss-level equilibrium equation solutions % (HINT: Only 1 truss-level equation is necessary if MoS will be applied using right-hand section) % MODIFY BY ADDING TRUSS-LEVEL EQUILIBIRUM EQUATION SOLUTION(S) HERE % Section-level equilibrium equation solutions % (HINT: Apply MoS using right-hand section, and assume all member forces drawn in section FBD are in tension) % % F_DF(1) = MODIFY; F_DG(1) = MODIFY; end % Plot generation figure(2) plot (F_D, F_DF, F_D, F_DG); title('Effect of Applied Load at D on Forces in Members DF & DG'); xlabel('Applied Load at D (kips)'); ylabel('Member Forces (kips)'); legend('F_D_F', 'F_D_G', 'Location', 'Northwest')