1 . IPE STEEL STRUCTURE / LENGTH: 95M INSIDE WIDTH: 26M SIDE BEAM HEIGHT: 3M DISTANCE BETWEEN BEAM: 5M STEEL: IN EACH SHED THE STEEL STRUCTURE IS BASED ON IPE STEEL. THE DISTANCE BETWEEN THE BEAMS WILL BE 5 M. ROOF RUNS ACCORDING TO THE SCHEME - Z. ROOF SLOPE: THE ROOM (BUILDING) IS DESIGNED WITH A PITCHED ROOF OF 21 °. SNOW WIND AND SEISMIC LOAD: THE DESIGN IS BASED ON A NET SNOW LOAD OF 1 00 KG/M2. WIND LOAD = 96 KM/HOUR. SEISMIC LOAD 8 POINTS ON THE MERCALLI SCALE. THE STEEL STRUCTURE WILL BE FULLY ZINCED. - STEEL QUALITY: S235.
1 . IPE STEEL STRUCTURE / LENGTH: 95M INSIDE WIDTH: 26M SIDE BEAM HEIGHT: 3M DISTANCE BETWEEN BEAM: 5M STEEL: IN EACH SHED THE STEEL STRUCTURE IS BASED ON IPE STEEL. THE DISTANCE BETWEEN THE BEAMS WILL BE 5 M. ROOF RUNS ACCORDING TO THE SCHEME - Z. ROOF SLOPE: THE ROOM (BUILDING) IS DESIGNED WITH A PITCHED ROOF OF 21 °. SNOW WIND AND SEISMIC LOAD: THE DESIGN IS BASED ON A NET SNOW LOAD OF 1 00 KG/M2. WIND LOAD = 96 KM/HOUR. SEISMIC LOAD 8 POINTS ON THE MERCALLI SCALE. THE STEEL STRUCTURE WILL BE FULLY ZINCED. - STEEL QUALITY: S235.
1 . IPE STEEL STRUCTURE / LENGTH: 95M INSIDE WIDTH: 26M SIDE BEAM HEIGHT: 3M DISTANCE BETWEEN BEAM: 5M STEEL: IN EACH SHED THE STEEL STRUCTURE IS BASED ON IPE STEEL. THE DISTANCE BETWEEN THE BEAMS WILL BE 5 M. ROOF RUNS ACCORDING TO THE SCHEME - Z. ROOF SLOPE: THE ROOM (BUILDING) IS DESIGNED WITH A PITCHED ROOF OF 21 °. SNOW WIND AND SEISMIC LOAD: THE DESIGN IS BASED ON A NET SNOW LOAD OF 1 00 KG/M2. WIND LOAD = 96 KM/HOUR. SEISMIC LOAD 8 POINTS ON THE MERCALLI SCALE. THE STEEL STRUCTURE WILL BE FULLY ZINCED. - STEEL QUALITY: S235.
1 . IPE STEEL STRUCTURE / LENGTH: 95M INSIDE WIDTH: 26M SIDE BEAM HEIGHT: 3M DISTANCE BETWEEN BEAM: 5M STEEL: IN EACH SHED THE STEEL STRUCTURE IS BASED ON IPE STEEL. THE DISTANCE BETWEEN THE BEAMS WILL BE 5 M. ROOF RUNS ACCORDING TO THE SCHEME - Z. ROOF SLOPE: THE ROOM (BUILDING) IS DESIGNED WITH A PITCHED ROOF OF 21 °. SNOW WIND AND SEISMIC LOAD: THE DESIGN IS BASED ON A NET SNOW LOAD OF 1 00 KG/M2. WIND LOAD = 96 KM/HOUR. SEISMIC LOAD 8 POINTS ON THE MERCALLI SCALE. THE STEEL STRUCTURE WILL BE FULLY ZINCED. - STEEL QUALITY: S235.
27-March-2023
7308909809
1 . THE MAIN BEAM OF THE CRANE NO. 1 A IS THE MAIN STRUCTURAL COMPONENT OF THE CRANE AND IS MADE OF HIGH QUALITY STEEL IN A BOX DESIGN. WHICH CONNECTS TO THEM BY BOLTING AND WELDING
1 . THE MAIN BEAM OF THE CRANE NO. 1 A IS THE MAIN STRUCTURAL COMPONENT OF THE CRANE AND IS MADE OF HIGH QUALITY STEEL IN A BOX DESIGN. WHICH CONNECTS TO THEM BY BOLTING AND WELDING
17-March-2023
7308909809
1 . CONNECTING BEAM CRANE NO. 1 A CONNECTING BEAM IS THE MAIN STRUCTURAL COMPONENT OF THE CRANE AND IS MADE OF HIGH-QUALITY STEEL IN A BOX-SHAPED DESIGN. WHICH CONNECTS TO THEM WITH THE HELP OF A BOLTED AND WELDING CONNECTION
1 . CONNECTING BEAM CRANE NO. 1 A CONNECTING BEAM IS THE MAIN STRUCTURAL COMPONENT OF THE CRANE AND IS MADE OF HIGH-QUALITY STEEL IN A BOX-SHAPED DESIGN. WHICH CONNECTS TO THEM WITH THE HELP OF A BOLTED AND WELDING CONNECTION
17-March-2023
7308909809
1 . END BEAM CRANE NO. 27 END BEAM IS THE MAIN STRUCTURAL COMPONENT OF THE CRANE AND IS MADE OF HIGH QUALITY STEEL IN A BOX DESIGN. WHICH CONNECTS TO THEM BY BOLTING AND WELDING
1 . END BEAM CRANE NO. 27 END BEAM IS THE MAIN STRUCTURAL COMPONENT OF THE CRANE AND IS MADE OF HIGH QUALITY STEEL IN A BOX DESIGN. WHICH CONNECTS TO THEM BY BOLTING AND WELDING