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Interior Glulam Column:

L 21 ft * 7 in * + : 6.5786 m *

TA 350.5 in * 270 * in * : 61.0547 m 2^*

P_ULS 1.25 0.96 * kPa * 1.5 1.72 * kPa * + : 3780 Pa *

P_SLS 0.96 kPa * 1.72 kPa * + : 2680 Pa *

Pf P_ULS TA * : kN 230.7868

fc 33 MPa * :

Le L : 6.5786 m *

d 241 mm * :

Cc Le d / : 27.2971

KD 1 :

KH 1 :

KSC 1.0 :

KSE 1.0 :

KT 1 :

E 12400 MPa * :

E05 0.87 E * : MPa 10788

Kzcg 0.68 d 2^Le * (0.13 -^* : 0.7706

A d 2^: mm 2^58081

Fc fc KD * KH * KSC * KT * : MPa 33

Kc 133 0.7706 * 27.2971 3^* 3510788 * KSE * KT * / + (1 -^: 0.422

Pr 0.8 Fc * A * Kzcg * Kc * : N 498583.8707

Pe π 2^E05 * KSE * KT * d 4^12 / (Le 2^/ * : 691609.0157 N *

Mf Pf d 6 / * : kN m * 9.2699

E 12400 MPa * :

Ø 0.9 :

depth 241 mm * :

width 241 mm * :

S width depth 2^6 / * : mm 3^2332920.1667

KD 1 :

KH 1 :

KSB 1.0 :

KSE 1.0 :

KT 1 :

fb 30.6 MPa * :

Fb fb KD * KH * KSB * KT * : MPa 30.6

Le 1.92 L * : 12.6309 m *

Cb Le depth * width 2^/ sqrt : 7.2395

KL_1 1.0 :

If Cb less than 10

Ck 0.97 E * KSE * KT * Fb / sqrt : 19.826

KL_2 113 / Cb Ck / (4^* - : 0.9941

If Cb greater than 10 but less than Ck

Kzbg 130 width 1000 * / (110 /^610 depth 1000 * / (110 /^* 9100 L 1000 * / (110 /^* : 1.0657

KL_3 0.65 E * KSE * KT * Cb 2^Fb * 1 * / : 5.0257

Technically KL=1 can be used since fully braced compression edge, but assuming unbraced means we don't need to check the uplift case, since gravity willl govern absolute value of max moment

Mr Ø Fb * S * KL_1 * : kN m * 64.2486

Pf Pr / (2^Mf Mr / 11 Pf Pe / - / (* + #

230.78 kN * 498.58 kN * / (2^9.27 kN * m * 64.25 kN * m * / 11 230.78 kN * 691.6 kN * / - / (* + 0.4308

Interior column passes unity equation