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meH Bearing jengva'

pa'vo' girder lo' 3 QaHjaj ghu' meH Sam Abutment 'oH meH quS HIjmeH 'ej load groundwork distributing pImbe'DI' Press HoS puS Hev specifications 1 bailey meH 'ay' 2. meHDaq 'oS respectively jabbI'ID 1, 2 & 3 ghItlh QongDaq jengva'.

  Product Details

specification
meH bailey 1 'ay'
Press HoS Hev 2 vo' girder
3 meHDaq Sam Abutment QaHjaj ghu'

ngat meH quS HIjmeH 'ej load groundwork distributing pImbe'DI'. meH quS botlh-tlhegh positions Vas-row, dual-row 'ej triple-row 'oS respectively jabbI'ID 1, 2 & 3 ghItlh QongDaq jengva'. latlh DopDaq QongDaq jengva' botlh-tlhegh position yapnIS poH meH lurgh ghItlh.

pagh le' tools, pagh 'ugh luch poQ bailey meH wo' 'e' construction, meH elements mach yap qeng neH 'ej meHDaq HoS yap qeng. Dun example QI' engineering qel 'oH.

pagh le' tools, pagh 'ugh luch poQ bailey meH wo' 'e' construction, meH elements mach yap qeng neH 'ej meHDaq HoS yap qeng. Dun example QI' engineering qel 'oH.

compact beq 200 meHDaq: compact 200 beq meHDaq nagh compact beq 100 meHDaq vo' Hoch. difference ghur beq 'ab 2.134 m. alternate pemvaD DuqIppu'chugh Reinforcement Chords pemvaD SabtaHbogh beq method 'oH employed. inelastic deformation, luH oversize pinholes laH nup method.  DanoHmeH pre-arch method additionally pe' tInwI' yapnIS mid-poH 'ej chong deflection weghbogh qechmeyDaj Huj. orient tlhay-tI' method DanoHmeH bolt-rar 'ay' ghur accuracy connections. chenmoH shear qaStaHvIS tlhay orienting 'ej Hach tension pa' bolts, usage yIn bolts ghur 'ej vanglu'Qo'DI' beq meH ensure. chenmoH 'e' composite Segh 'ej rar transom ghap girders yo'a'neS Hajmo' overall stability beq meH Dub SuS resistant brace.

tI' DuqIppu'chugh brace Dalbogh beq 'ay' vegh meH so as to meH naQ bot vo' Dop SIH. qaSpu'DI' erection, tu'lu' pre-arch qechmeyDaj Huj, rIn yapnIS poH meHDaq. ram laH ghom 'oH vaj Vas-lane meH. laH je ghom compact beq 200 meHDaq vaj chonaDmo', cha'logh vaj lane meH, yIDoH Ha' application range broadens 'oH. yuQmeyDaq load chut lulajpu'bogh hs-15, hs-20, hs-25 'ej pedrail-50 etc.

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