D61 h=6 300 700 2600 ibo 100 200 bxh-150 +250 d20 42 d45 54 220kg 54 Materials properties Steel - normal yield stress
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D61 h=6 300 700 2600 ibo 100 200 bxh-150 +250 d20 42 d45 54 220kg 54 Materials properties Steel - normal yield stress
Materials properties Steel - normal yield stress , 240MPa, local stress limit oc 320MPa, shear yield stress T, 130MP Concrete compression stress limit 22MPa Timber stress limit along fibers 41 MPa, local stress limit 8MPa, stress shear limit 3MPa Detine safety ratio. Consider cargo weight and weight of the beam (timber density 300kg/m) All dimensions on the picture are shown in mm. Normal stress in the rod, MPa Περιτρικοα Οικά Safety ratio Washer shear stress. MPa Safety ratio D။ Local stress under the washer MPA
0 Safety ratio Nepeniputra / Check Distributed load magnitude (from beam's weight), kN/m Pepeniparte / Check Reaction of the bottom support, KN Перевірити / Check Reaction of the top support, KN Перевірити / Check Maximal bending moment in the beam kNm Thepeniputu/Check Maximal normal stress in the beam MPa Перевірити /олеса Safety ratio pete/Check
o < Maximal shear stress in the beam, MPa Перевірити / Check Safety ratio Nepenipurta / Check Normal stress in the concrete column (absolute value). MPa Перевірити / check Safety ratio Mepenipw/Check Local stress in the beam near the concrete column, MPa Nepenipuri/Check Safety ratio Depenipur/Check Shear stress in the bolt MPa Thepen/Check ING 40°F Sunny Do
Цена Safety ratio Перевірити / Check Shear stress in the bolt, MPa Перевірити / Check Safety ratio Перевірити / Check Bolt local stress, MPa ан ІІІІІ Перевірити, и/Check + Safety ratio Перевірити /Check The general safety ratio Перевірити се Виконано / done 6 annaбeнa бain Ratina