Situation $2$: The structure is loaded as shown

Problem $4.$

Determine the magnitude of the horizontal reaction at $A.$

a$.)7\mathrm{.}94kN$

b$.)6\mathrm{.}59kN.$

c$.),5\mathrm{.}96kN$

Problem $5.$

d$.),3\mathrm{.}04kN$

Determine the magnitude of the vertical reaction at $C.$

a$.),7\mathrm{.}94kN$

c$.)5\mathrm{.}96kN$

b$.)6\mathrm{.}59kN$

d$.)3\mathrm{.}04kN$

Problem $6.$

Determine the magnitude of the vertical reaction at $A.$

a$.)7\mathrm{.}94kN$

c$.)5\mathrm{.}96kN$

b$.)6\mathrm{.}59kN$

d$.)3\mathrm{.}04kN$

Situation $3$: The simply supported beam is subjected to a uniform dead load of $1\mathrm{.}2k\frac{N}{m}$ and a single live load of $40kN.$