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Dear Sir,I would like to fabricate a pedestrian bridge of 60.0 m span as a Space Frame bridge (the bridge is divided into two spans, each span is 30.0 m).The bridge width is 3.0 m. The bridge flooring will be 100 mm R.C on metal deck. Breakdown for loads as below:Dead Load:O.w of the steel structureO.w of flooring (100mm R.C-Reinforced concrete). Live Load:According to the ASCE-07, the pedestrian bridge is 500 kg/m2. Wind load :to be calculated as per ASCE-07 based on wind speed of 152 km/hr (3-sec). Temperature load :(+/- 30) Seismic load:to be calculated as per ASCE-07 based on the following dataSoil Class DImportance factor ISs=30 %gS1=10.9 %g please provide me with the a quote (estimated price) for fabrication and erection (location in Saudi Arabia-Jeddah). Attached drawings for referenceyour quick response is highly appreciated.Best Regards,Abdallah Omar
