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PRECAST column width around 2m height around 7m. - is using rebars as lifting system is an option? - available column vertical reinforcement: any contribution from them for resisting cone failure? - proposed arrangement appreciated - - what is recommended edge distance

Dear Lomarandil Searching underway for the method. very helpful

it is mild steel low carbon. if yielded not known. RFQ for heat process in process.

proposed procedure was the target not doing the work.

1. What is the procedure of designing single pile subject to moment and shear(example ultimit moment 2600 Knm, shear 100Kn, axial 200Kn)

1. Due to some incident on site some angles and beams were twisted around 20degrees. Can these members retained on site retained to their original shape without effecting assumed elastic properties, procedure?advise?

REINFORCED FIBER PLASTIC in telecomm. industry. one supplier proposing the material on 15m rooftop tower. is it doable? experienced Engineers in this field need their help

Dear Dauwerds the internal specifications mentioned, of which category? street lightpoles? etc..

pole structure for Telecommunication-is there a minimum shaft thickness criteria to ASCE,AISC etc..

All high tensile steel

Valmont website has examples of street light pole with handhole

Dear ironic Actually strret light pole or telecomm. Monopole has such openings

Asking neighbours if the have similar issue May help in total investigation/ especially soul type

Reinforced handhole in a pole 1 40cm dia pole,thickness 8mm hole 15*15 Case 2 1m dia pole thick 10mm hole 20*20 What tyoe of welding recommended between pole and reinforcement. Note reinforcement rim depth around 8cm

Hturkak Is shoring for as is tilted monopole condition

Hturkak Thanks for the info. Provided

r13 Please note the precast foundatio has lifting hooks to remove and reinstall again Thanks

Hturkak Thanks. So as I understood: 3 elements Jacking Groutibg Shoring. For shoring how to shore the monopole given site only 7*7 and on 3 sides private buildings On fourth site there is public road

Just thinking loud for jacking or pressurused grouting may be doing some pad checking capacity is necessary,actually first time I encounter such an issue

Hturkak Can injection under pressure do the dual job of soil reinfircement and removing the tilt Soil is silty san first 2m no spt fir it mentioned in report