Page Comparison

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A_b: Non-threaded bolt web characteristic cross-sectional area
A_g: Gross area
A_n: Net cross-section area
A_e: Effective net cross-sectional area
A_vg: Gross area under shear stress
A_nv: Net area under shear stress
A_nt: Net area under tensile stress
A_w: Cross-section web area
C_v: Coefficient of reduction for shear buckling
d: Characteristic diameter of the stem of the bolt (the diameter of the non-threaded stem of the bolt)
d_h: Bolt hole diameter
F_nt: Characteristic tensile strength
F'_nt: Reduced characteristic tensile stress obtained by considering the shear force effect
F_nv: Characteristic shear stress strength
f_rv: The greatest shear stress in the characteristic web area of ​​the bolt
F_y: Structural steel characteristic yield strength
F_u: Structural steel characteristic tensile strength
F_yb: Bolt characteristic yield strength
F_ub: Bolt characteristic tensile strength
n_sp: Number of slip planes
s: Distance between bolt-holecenters
L: Connector distance
L_e: The distance from the center of the bolt hole to the edge of the assembled element
t: Plate thickness
R_nt: Characteristic tensile strength
R_nv: Characteristic shear strength
U_bs: A coefficient considering the spread of tensile stresses

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Vertical Edge Distance

Weld Size

Erection Stability

Strength Checks

Bolt Shear at Beam

• Calculation The calculation is made using the Elastic method, one of the methods selected in the steel analysis settings tab. For the details of this check, AISC Manual 14th 7-8 is used as a reference.

• In this check, the operation is performed on half of the symmetry axis, and it is calculated to form a force pair with the required force.

Ab Image Removed	Mathinline body --uriencoded--\normalsize A_b = \dfrac%7B\pi d%5e2%7D%7B4%7D = \dfrac%7B\pi %7B20%7D%5e2%7D%7B4%7D =314.159 \; \; \mathrm%7Bmm%5e2%7D
Image Removed Fn	Image Removed	Rn	=Fnv	Mathinline body --uriencoded--\normalsize F_n = F_%7Bnv%7D=0.450F_%7Bub%7D=0.450\times 800 = 360 \; \; \mathrm%7BMPa%7D
Rn	Mathinline body --uriencoded--\normalsize R_n = F_%7Bn%7D \times A_b =360 \times 314.159 \times 10%5e%7B-3%7D = 113.097 \; \; \mathrm%7BkN%7D
Rn / Ω Image Removed	Mathinline body --uriencoded--\normalsize R_n/ \Omega = 113.097 /2 = 56.549 \; \; \mathrm%7BkN%7D

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