محمود Alsuht

I undertook the structural design of more than 30 projects including preparing structural calculations, modeling and simulation, design drawings preparation, cost estimations, shop drawings for mega projects and helping the contractors with suitable solutions that guarantee implementation the project without any clashes with architectural plans.

Role
1- Design of structural buildings and privet villas.
A. Structural Design for more than 10 residential buildings with
total area of (+4200 m2 for each) the highest one consists of
8 floors and roof. Structural system was flat slab with
exterior beams, special shear walls for lateral force resistance
system (seismic and walls) and IFC plans preparation,
according with design codes (ASCE, ACI318, IBC, and JBCs).
After the project started my role was receiving works form
the contractor after formwork stages and provide solutions if
there was a problem.
B. Structural design for private villas in (Amman-Jordan, Saudi
Arabia) according with design codes (ASCE, ACI318, IBC, SBC,
and JBCs). and other architectural art. Excavation plan
preparation, IFC drawings and SHD plans (full package).
Achieved projects: (private villa in Amman +1400 m2
contain cantilever beam 11m long, chalets in the dead
sea, Retaining walls design, +15 private villas in Saudi Arabia,
dates farm hangers etc.)

Designed structural systems for 10+ residential buildings (4200 m² each) using ETABS and
SAFE, ensuring compliance with ACI 318 and ASCE 7.
Prepared IFC drawings and structural calculations using ACI 318, ASCE 7, IBC and JBC
codes.
Participated in design of private villas in Jordan and Saudi Arabia including excavation and
structural drawings.
Prepared shop drawings and reinforcement detailing for Ruaa Al Madina Project in Saudi
Arabia.
Prepared Bar Bending Schedules for King Salman Park project (40, 000 tons reinforcement).
Performed structural verification using SAP2000 and CSI Bridge.

Site civil engineer responsible to implement structural element as plans while maintaining quality and safety for a
residential building of 7 floors (4200 m2).
Furthermore, preparation of concrete and steel orders after quantity estimation,
Masonry stone monitoring as architectural plans and doing some structural tests like: compaction factor for backfill
after footings stage had done, compressive strength for concrete (Cube test) to ensure that concrete order matches
design value.

Assisted in supervision of construction for a 7-floor residential building (4200 m²).
Prepared quantity estimates and concrete/steel orders.
Performed quality control tests including concrete cube tests and backfill compaction tests.