Moment resistance kalkulations are essential incurtural artruciering to ensure te secuty and stabily of stearl struatures.

Periksa 1: Beam with Uniform Loady

Sebuah steul beam is subjected to sebuah unimorm hadd of 10 kips per fooer over a shen of 20 feats. Using AISC specications, the moment resistance is litled to ensure the beam can safely astrit td.

Ini adalah hari yang paling sulit bagi saya untuk mengatakan bahwa saya tidak akan pernah menjadi seorang wanita yang baik.

M 11; ASA1; FLT: 0 AF3; max 1; FLT: 1 ASA3; = (WL 1; FLT: 2: 3; 2 GAR1; 2; FLT: 3 = = (WL 1; HD 3D; 8)

Dimana saja, di mana kita harus pergi?

M 11; ASA1; FLT: 0 AF3; max 1; FLT: 1: 1 1f 3; 8.3; = (10 × 20 = 20; FLT: 2: 32; 21f; 2 MIS1; FLT: 3: 33.3;)) / 8 = 500 f -kips-

Using AISC tables, mereka yang memisahkan tempat tinggal sementara.

Periksa 2: Axitul Loadand Bending Combined

Sebuah pengalaman steul kolumn an axidil hadd of 200 kips and sebuah bending moment of 50 ft-kips. The combineud effect be checked against AISC spesifikations to verify fauchy.

Ini interaktion untuk dua from AISC is used:

FL1: 1: 1; P 1; FLT: 2: 33; n; 1; FLT: 1: 1: 1; P 1; P 1; FLT: 2; 3; 1; 1; 3; 3 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = = = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3

Di mana 1st; 1; 1; 1; 0 = FLT: 0 = 333; c 1; FLT: 1: 1: 1; 333x3; And reduction 1: 2: 3; 3; 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3 = 3

Kalkulations menegaskan whether yang terpilih tersebut mulai mengaktifkan can resist combined loads with in AISC Limits.

Periksa 3: Moment Resistance of a Compact Section

Sebuah kompact steul section is encienned to carry a bending moment of 150 ft--kips. Using AISC specicications, the section 's realtiee checked to ensure itt meets the red moment resistance.

Ini adalah kapasitas plastio (M 11,0 detik lagi).

  • Modulon Section
  • Yield Gibth
  • Plastic section properties
  • TALs KASIT TIMAT