3.4 MI Components, Allowable Load Data and Specifications. MI Girder 90/120. Material Specifications. Ordering Information
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1 MI Girder 90/120 Materia Specifications 1 15 / 16 " (50) Materia Gavanizing Ordering Information Description S235 JRG2 DIN 10025, (ASTM A283 (D) 34 ksi) Hot-dip gavanized 3 mis (75 μm) DIN EN ISO 1461, (ASTM A123) Section Height in (mm) Length ft (m) Meta Thickness Gauge (mm) Weight b/ft (kg/m) Item No. 3 9 / 16 " (90) 1" (25) 3 9 / 16 " t = 10 ga (3.5) (90) 1 15 / 16 " (50) 1/2" (14) 3m 3-9/16" (90) 9' 10" (3) 10 (3.5) 6.3 (9.4) m 3-9/16" (90) 19' 8-1/4" (6) 10 (3.5) 6.3 (9.4) m 4-3/4" (120) 9' 10" (3) 8 (4) 8.4 (12.6) m 4-3/4" (120) 19' 8-1/4" (6) 8 (4) 8.4 (12.6) / 4 " (120) 1" (25) 1/2" (14) Technica Data Vaues for cross sections incude reduction of four square hoes 3 9 / 16 " (90) s = 8 ga (4) y y x x x x y y Technica Data Materia thickness t (in) (~10 ga) (~8 ga) Cross sectiona area net A (in 2 ) Weight of girder (b/ft) Lengths avaiabe (ft) 9' 10" / 19' 8-1/4" 9' 10" / 19' 8-1/4" Materia Yied strength f y, k (ksi) Utimate strength f u, k (ksi) Aowabe tensie stress σ (ksi) Aowabe shear stress τ (ksi) Moduus of easticity E (ksi) Shear moduus G (ksi) Cross section vaues 1 X-axis Moment of inertia Ι x (in 4 ) Section moduus S x (in 3 ) Radius of gyration r x (in) Aowabe moment M x / Ω (b-ft) y-axis Moment of inertia Ι y (in 4 ) Section moduus S y (in 3 ) Radius of gyration r y (in) Aowabe moment M y / Ω (b-ft) Torsion vaues Torsiona moment of inertia Ι t (in 4 ) Torsiona section moduus S(in 3 ) Cross section vaues are based on the gross section ess the four square hoes 14 mm x meta thickness 3.5 mm (MI 90) or 4 mm (MI 120) respectivey. 38 Hiti, Inc. (US) I en españo I Hiti (Canada) Corp I I MI/MQ Technica Guide 2015
2 Recommended bucking oads for MI Girders Technica Data Vaues based on Euer's bucking formua Bucking Loads Effective Length (K x L) (in) K x L (ft) ,430 40, ,430 40, ,850 39, ,170 38, ,390 37, ,470 36, ,350 35, ,980 33, ,330 31, ,470 29, ,500 26, ,580 24, ,800 21, ,200 19, ,800 17, ,580 15, ,530 14, ,610 12, ,810 11, ,110 10, ,500 9, ,970 8, ,490 8, ,070 7, ,690 7, ,360 6, ,060 6,070 Approximate vaues of effective ength factor, K Support Condition Rotation fixed and transation fixed on both ends. Rotation free and transation fixed at the top and rotation fixed and transation fixed at the base. Rotation free and transation fixed at both ends. Rotation fixed and transation free at the top and rotation fixed and transation fixed at the base. Rotation free and transation free at the top and rotation free and transation fixed at the base. Theoretica K vaue Recommended design vaue when idea conditions are approximated Hiti, Inc. (US) I en españo I Hiti (Canada) Corp I I MI/MQ Technica Guide
3 Singe-span with bending oad in one axis 1 at = /180; 2 at = /240; 3 at = /360; incuding weight of girder = defection σ a = aowabe stress, uniformy distributed oad, one point oad at /2 = W w (b/in) , two point oads at /3, three point oads at / Hiti, Inc. (US) I en españo I Hiti (Canada) Corp I I MI/MQ Technica Guide 2015
4 Singe-span with bending oad in one axis 1 at = /180; 2 at = /240; 3 at = /360; incuding weight of girder = defection σ a = aowabe stress, uniformy distributed oad, one point oad at /2 = W w (b/in) , two point oads at /3, three point oads at / Hiti, Inc. (US) I en españo I Hiti (Canada) Corp I I MI/MQ Technica Guide
5 Singe-span with bending oad in one axis uniformy distributed oad incuding weight of girder = W Load span point oad at /2 incuding weight of girder Load span 42 Hiti, Inc. (US) I en españo I Hiti (Canada) Corp I I MI/MQ Technica Guide 2015
6 Singe-span with bending oad in one axis 2 point oads at /3 incuding weight of girder Load Load span 3 point oads at /4 incuding weight of girder span Hiti, Inc. (US) I en españo I Hiti (Canada) Corp I I MI/MQ Technica Guide
7 Singe-span with bending oad in two axes ( x = *0.15) 1 at = /180; 2 at = /240; 3 at = /360; incuding weight of girder = defection σ a = aowabe stress, uniformy distributed oad, one point oad at /2 = W x x w (b/in) , two point oads at /3, three point oads at /4 x x Hiti, Inc. (US) I en españo I Hiti (Canada) Corp I I MI/MQ Technica Guide 2015
8 Singe-span with bending oad in two axis ( x =*0.15) 1 at = /180; 2 at = /240; 3 at = /360; incuding weight of girder = defection σ a = aowabe stress, uniformy distributed oad, one point oad at /2 = W w (b/ in) , two point oads at /3, three point oads at / Hiti, Inc. (US) I en españo I Hiti (Canada) Corp I I MI/MQ Technica Guide
9 Singe-span with bending oad in two axes ( x = *0.15) uniformy distributed oad incuding weight of girder = W Load span point oad at /2 incuding weight of girder Load span 46 Hiti, Inc. (US) I en españo I Hiti (Canada) Corp I I MI/MQ Technica Guide 2015
10 Singe-span with bending oad in two axes ( x = *0.15) 2 point oads at /3 incuding weight of girder Load span 3 point oads at /4 incuding weight of girder Load span Hiti, Inc. (US) I en españo I Hiti (Canada) Corp I I MI/MQ Technica Guide
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