Wire Ropes, Elevators, Machine Shop, Splines, Rivets

$FS=\frac{F_u}{F_t}

$F_u=76000d^2

$F_u=75000d^2

$F_t=\left(\frac{W_{load}}{n_{ropes}}+W_r\right)\left(1+\frac{a}{g}\right)+F_b

$W_r=1.58d^2h

$S_b=\frac{F_b}{A_m}

$F_b=\frac{d_wE_rA_m}{D_s}

$T=W(1+\frac{a}{g})

$N_{elev}=\frac{N_{person}}{220}

$N_{persons}=\frac{Area}{9.3}

Taper per Foot\inch=$\frac{D-d}{L}

$V(t)^n=constant$
$v_1(t_1)^n=v_2(t_2)^n

$t=\frac{Length of Work}{rates}$

for drilling: thickness
for cutting: length of cut

$D_m=\frac{D+d}{2}

$h=\frac{D-d}{2}

$r_m=\frac{D+d}{4}

$T=F_nr_m

$F_n=n_sF_e

$F_e=PA

$A=hL

$F_s=fF_n

1000 psi

$S_s=\frac{F_s}{A_b}

$A_b=\frac{π}{4}d_{R.H.}^2n_R

$d_{R.H.}=d_R+C

$S_T=\frac{F_T}{A_T}$
$A_T=L\times t

$S_T=\frac{F_T}{A_T}$
$A_T=[L-(d_{R.H.}n_R](t)

$S_B=\frac{F_B}{A_B}$
$A_B=(d_{R.H.}\times n_R)(t)

$e=\frac{F_{safe}}{F_{T(u.p.)}}$
$e=\frac{F_{min}}{F_{max}}$
$e=1-\frac{d_{R.H.}\times n_p}{L}

$S=\frac{F}{A}$
$A=Lt

$A=bcos45(L) $single
$A=2bcos45(L)$ single