(Solved): Example 6.2 Supported Soldier Beam Given information: Soldier beams at 6ft on center Pmax=1200p ...

Example $$6.2$$ Supported Soldier Beam Given information: Soldier beams at $$6\mathrm{ft}$$ on center $$P_{\max }=1200\mathrm{psf}$$ and the pressure diagram is triangular Surcharge load of $$100\mathrm{psf}$$ as a rectangular load from OG to dredge line Depth $$=19\mathrm{ft}$$ Upper support located $$6\mathrm{ft}$$ from OG Lower support is at $$\mathrm{HP},3\mathrm{ft}$$ below dredge line $$P_{\max }=1200\mathrm{psf}+100\mathrm{psf}=1300\mathrm{psf}$$ $$R_1$$ (soil load) is located $$\frac{1}{3}$$ up from bottom of dredge line $$R_2$$ (surcharge) is located halfway up from the bottom of the dredge line