(1)Umthwalo factor
Ngokwe-Highway Bridge Design kanye nokucaciswa kokwakha okukhishwe nguMnyango Wezokuhamba, i-coefflent yomthwalo injengokulandelayo:
I-couffeeff ebanzi yemodi yokunwetshwa nezinye izinto lapho kuthululwa khona ukhonkolo webhokisi lebhokisi: 1.05;
I-Dynamic Coeffliction yokuthulula ukhonkolo: 1.2
I-Impactctor yesici sokuhamba ngefomu ihamba ngaphandle kwemithwalo: 1.3;
Ukuqina kokuqina kokumelana nokugumbuqela lapho uthela ukhonkolo bese wenza isihambi: 2.0;
Isici sokuphepha sokusetshenziswa okujwayelekile kwesihambi sefomu kungu-1.2.
(2)Layisha ku-truss enkulu yesihambi sefomu
Ibhokisi le-girder umthwalo: Ibhokisi le-girder umthwalo ukuthatha ukubalwa okukhulu kakhulu, isisindo ngamathani angama-411.3.
Imishini yokwakha nomthwalo wesixuku: 2.5kpa;
Umthwalo obangelwa ukulahla nokudlidliza kokhonkolo: 4KPA;
(3)Inhlanganisela yokulayisha
Inhlanganisela yokulayisha ukuqina nokuhlola amandla: Isisindo sikakhonkolo + ifomu lesisindo + imishini yokwakhiwa + umtholo we-vibration + umthwalo wefomu lomsebenzi (isisindo somthelela umthwalo womoya
Bheka imininingwane yezobuchwepheshe yokwakhiwa kwamabhuloho amakhulu kanye nezinhlinzeko ze-CULVERTS:
(1) Ukulawulwa kwesisindo kwesihambi sefomu kuphakathi kuka-0.3 kanye nezikhathi ezi-0,5 zesisindo sikakhonkolo sokhonkolo othulula ukhonkolo.
(2) Ukuguqulwa okuvumelekile okuvunyelwe (kufaka phakathi isamba se-sling deformation): 20mm
(3) Isici sokuphepha se-anti sidubula ngesikhathi sokwakha noma ukuhamba: 2,5
(4) Isici sokuphepha sohlelo lokuzithoba: 2