STRUCTURE DESIGN SYLLABUS I - Steel Structures: 1. Introduction and Concepts in Structural Design Classification, idealization and load distribution. Load & Resistance Factor Design (LRFD). 2. Beams -Bending Stresses and Plastic moment. -Laterally supported beams -Lateral Torsional Buckling (LTB) -Flexural, shear strength -Biaxial Bending -Beam Bearing Plates. 3. Tension Members -Nominal Strength: Yielding, Fracture -Effective Net areas -Staggered Holes -Block Shear Failures. -Design of Tension Members -Threaded Rods and Bars -Tension Member in Roof Trusses. 4.Compression Members -Residual Stresses -Elastic and Inelastic Buckling -Local Buckling -Design of Column -Double Angle Compression Member. -Design of Column Base Plate 5. Beam-Column -Combined Bending and Axial Load. -Moment Amplification. -Braced and Un-braced frames. -Design of Beam-Column 6.Simple Connections -Bolted Connection -Introduction: Type and sizes of Bolts -Slip-Critical and Bearing Type connections 7. Eccentric Connections -Bolted Connection -Shear Only -Shear Plus Tension 8.Introduction to Welded Connections -Concentric Connections -Eccentric Connections II Reinforced Concrete -Introduction to reinforced concrete design: -Materials properties, ACI Load factors, Design strength. 2- Flexure in Beams -Analysis of singly reinforced rectangular beams. -Analysis of doubly reinforced sections. -Analysis of T-beams and L-beams -Continuous beam and One way slab. 3- Shear and Diagonal Tension in Beams -Shear stresses in concrete beams. -Behavior of beams without shear reinforcement -Shear and diagonal tension in beams -Design of vertical stirrups. 4- Columns: Combined axial load and bending -Strength of short concentrically loaded columns. -Strength of eccentrically loaded columns. -P-M diagrams. -Introduction to slender columns 5 - Footing -Design consideration for isolated footing. -Design considerations for combined footing. -Design considerations for footing under a wall. 6- Design of two-way slabs -Direct design method.