a970f0ed-3b91-4646-8d1c-23e4a69357bf 4 4 5 decimal

&[DATE] &[TIME] - &[FILENAME]

Geometry

h.w 12 ft * :

Bar spacing (effective width)

b.eff 48 in * :

Depth to bar

d 7.625 2 / in * : in 3.8125

Bar size

d.b# 5 :

D.b d.b# 8 / 1 * in * :

A.b D.b 2^π 4 / * :

A.s A.b : 0.0002 m 2^*

Thickness of face/flange

t.f 1.25 in * :

Effective properties for axial load

A.n 32 in 2^ft / * :

I.n 300 in 2^ft / * :

Area and Moment of inertia

Loads

Axial

P.r 0 kip * :

Moment

M.r 10 kip * ft * :

Materials

Masonry strength

f'.m 1500 psi * :

Steel strength

F.s 24 ksi * :

n F.s f'.m / : ρ A.s b.eff d * / : K 2 n * ρ * n ρ * (2^+ sqrt n ρ * - : j 1 K 3 / - : M.s A.s F.s * j * d * : M.m 12 / f'.m 3 / * K * j * b.eff * d (2^* : Ch.Kd K d * t.f < OK Compression O/S of Flange if : M.c Ch.Kd OK ≡ M.s M.m Min Ch.Kd if : 81 line

#b.eff #d #f'.m #F.s #A.s #t.f fflex1 #n #F.s #f'.m / : #ρ #A.s #b.eff #d * / : #K 2 #n * #ρ * #n #ρ * (2^+ sqrt #n #ρ * - : #j #1 #K 3 / - : #M.s #A.s #F.s * #j * #d * : #M.m 12 / #f'.m 3 / * #K * #j * #b.eff * #d (2^* : #Ch.Kd #K #d * #t.f < OK Compression O/S of Flange if : #Ch.Kd OK ≡ #M.s #M.m Min #Ch.Kd if 81 line :

b.eff in 48

M.c b.eff d f'.m F.s A.s t.f fflex1 : #

M.c kip ft * #

b.eff in 48

M 48 in * 3.81 in * 1500 psi * 24 ksi * 0.31 in 2^* 1.25 in * fflex1 :

M # :