Disclaimer

This publication is intended for use by professionals who are knowledgeable and experienced in masonry and concrete design and construction and who are competent to evaluate the limitations of the information provided herein. The publishers and contributors to these publications disclaim any and all responsibility and liability for the application of the information contained herein, and any injury or damages suffered as a result of the use or inability to use this information.

Full Bed Masonry Veneer Parameters

Masonry Veneer Type: {{ outputs.veneer_type }}

Veneer Density: {{ outputs.veneer_density }} kN/m³

Veneer Height: {{ outputs.veneer_height }} mm ({{ outputs.ven_height_imp }} ft.)

Veneer Thickness: {{ outputs.veneer_thickness }} mm ({{ outputs.ven_thick_imp }} in.)

Air Cavity Thickness: {{ outputs.airgap }} mm ({{ outputs.airgap_imp }} in.)

Shelf Angle Parameters

Shelf Angle Size: {{ outputs.shelfangle_size }}

Shelf Angle Thickness: {{ outputs.t }} mm

Bolt hole distance from center to top of vertical leg (L3): {{ outputs.L3 }} mm

Bolt Spacing: {{ outputs.bolt_space }} mm o.c. ({{ outputs.bolt_space_imp }} in. o.c.)

Design Width (Tributary Width): {{ outputs.Trib_width }} m

L1 = {{ outputs.L1 }} mm ({{ outputs.L1_imp }} in.)

L2 = {{ outputs.L2 }} mm ({{ outputs.L2_imp }} in.)

L3 = {{ outputs.L3 }} mm

L4 = {{ outputs.L4 }} mm

L5 = {{ outputs.L5 }} mm

L6 = {{ outputs.L6 }} mm

L9 = {{ outputs.L9 }} mm

Design Forces

P_{_kN} = {{ outputs.Ps_kN }} kN/m P_{_N} = {{ outputs.Ps }} N/m

P_{f_kN} = {{ outputs.Pf_kN }} kN/m

V_f= P_{f_kN} = {{ outputs.Vf }} kN/m = {{ outputs.Cf }} kN/m

T_f = -C_f = {{ outputs.Tf }} kN/m

M_f = P_{f_kN}L₅ x10^-3= {{ outputs.Mf_angle }} kN-m/m

M_s = P_{_N}L₅ = {{ outputs.Ms_angle }} N-mm/m

Shelf Angle Loads

(M_f)_angle: {{ outputs.Mf_angle }} kN-m/m

(V_f)_angle: {{ outputs.Vf_angle }} kN/m

Foundation Load

C_Found = {{ outputs.Cf }} kN/m.

Anchor Bolt Loads

(T_f)_bolt = {{ outputs.Tf_bolt }} kN

(V_f)_bolt= {{ outputs.Vf_bolt }} kN

RESISTANCE OF SHELF ANGLE STEEL

= {{ outputs.phi }}, F_y = {{ outputs.Fy }} MPa F_u = {{ outputs.Fu }} MPa, , E_s = {{ outputs.Es }} MPa

b = {{ outputs.b }} mm, t = {{ outputs.t }} mm,

F_s = 0.66 F_y = {{ outputs.Fs }} MPa

I_{_angle} = b t³/12 = {{ outputs.I_angle }} mm⁴, S_x =b t²/6= {{ outputs.Sx }} mm³

A_{_leg} = bt = {{ outputs.A_Leg }} mm²

{{ outputs.Mr_angle }} kN-m/m compared to (M_f)_angle: {{ outputs.Mf_angle }} kN-m/m

{{ outputs.Vr_angle }} kN/m compared to (V_f)_angle: {{ outputs.Vf }} kN/m

{{ outputs.Check_bt_an_fd }}

Check for Bolt Tearout through the Shelf Angle

Ag = (dist to bolt - diameter bolt/2 - 2) t = {{ outputs.Ag }} mm²

Ane = 0.6 (dist to bolt - diameter bolt/2 - 2) t = {{ outputs.Ane }} mm²

Yield: T_r = 0.85 A_g F_y / 1000 = {{ outputs.bolt_tear_y }} kN/bolt compared to (V_f)_bolt: {{ outputs.Vf_bolt }} kN/m

Rupture: T_r = 0.85 Ane F_u /1000 = {{ outputs.bolt_tear_r }} kN/bolt compared to (T_f)_bolt: {{ outputs.Tf_bolt }} kN/m

Shelf Angle Direct Bolted to Concrete No Brick Ties

Similar apps: