Structural Design I detailed syllabus for Architecture (Arch) for 2015 revision curriculum has been taken from the SITTTRs official website and presented for the Arch students. For course code, course name, number of credits for a course and other scheme related information, do visit full semester subjects post given below.
For Architecture 5th Sem scheme and its subjects, do visit Arch 5th Sem 2015 revision scheme. The detailed syllabus of structural design i is as follows.
Course Outcomes:
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SPECIFIC OUTCOME
Upon completion of the course the student should be able to: MODULE – I
- Know the properties of ingredients of concrete
- List the ingredients of concrete
- Identify the grades of cement
- Identify the grading of fine and coarse aggregate
- Mention the quality of water as per the BIS
- Identify the admixtures used in concrete
- Understand the properties of concrete
- List grading of concrete
- Define water cement ratio and workability
- State the relationship between water cement ratio and strength
- Draw the stress-strain curve of Concrete
- Know the properties of steel
- List the different grades of steel
- Sketch the stress – strain curve for Mild steel and HYSD bars
- Understand the placing and compaction of concrete
- Explain the different methods of proportioning of concrete
- Explain mixing, placing, compaction and curing of concrete
- Understand the concept of Limit State Design
- Compare the different methods of design
- Define characteristic load and characteristic strength
- Identify the partial safety factors for materials and loads
- Draw the Idealized stress-strain curve
- Explain the Limit State of Collapse and Serviceability
- Apply Limit State Design for Beams
- Sate the assumptions
- Draw the stress block parameters
- Define depth of Neutral axis, Lever arm, Moment of Resistance
- Explain the different types of sections
- Calculate depth of Neutral axis, Limiting depth of NA, Lever arm, Moment of Resistance, Limiting Moment of resistance
- Design singly reinforced rectangular sections for different loading condition(simply Supported and cantilever beams)
- Differentiate between singly and doubly reinforced beams
- State the circumstances with which the doubly reinforced sections are Recommended
- Calculate Moment of Resistance of Doubly reinforced sections
- Design Doubly reinforced sections
- Analyse the different loading condition of Lintels
- Design a lintel with different loading condition
MODULE- II
- Analyse flanged beams
- Design of flanged beams under different loading conditions
- Apply the check for shear, stiffness as per BIS
- Identify the shear and torsional behavior in RCC members.
- Design of beams under different loading conditions for shear
- Identify Basic l/d ratio, Modification factor for Tension and compression reinforcement, deduction factor for flanged beams
- Check the deflection of singly reinforced, doubly reinforced and flanged beams
- Identify bond and anchorage
- Calculate development length
- Check for curtailment of bars in beams
- Identify Code provisions for lap length
MODULE – III
- Analyse the behavior of slabs
- Design of one way slabs- simply supported, Continuous, cantilever and sunshade
- Design of Two way slab- simply supported and restrained, for different end conditions
MODULE – IV
- Analyse the behavior of staircase, columns & footings
- Design of staircases under different loading and end conditions.(Dog legged & open well)
- State the behavior of short and long columns
- Identify Slenderness limit for columns as per BIS
- Design the short column for direct load
- Design the column for uni-axial bending using SP16
- Identify slender column
- Identify Column footings- isolated & combined
- Design of isolated column footing- square & rectangular
MODULE- I
For the complete syllabus, results, class timetable, and many other features kindly download the iStudy App
It is a lightweight, easy to use, no images, and no pdfs platform to make students’s lives easier..
MODULE- II
Design of flanged beams under different loading conditions, Check for stiffness as per IS code, Basic l/d ratio, Modification factor, reduction factor for flanged beams, Check the deflection of singly reinforced, doubly reinforced and flanged beams, the shear and torsion behavior in RCC members, Nominal shear stress, maximum shear stress in concrete, permissible shear stress in concrete. Design beams under different loading Conditions for shear, bond and anchorage, calculation of development length, Check for curtailment of bars in beams, Code provisions for lap length
MODULE – III
For the complete syllabus, results, class timetable, and many other features kindly download the iStudy App
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MODULE – IV
Design of staircases under different loading and end conditions – dog legged and open well. Theory on design of columns – behavior of short and long columns – Slenderness limit for columns as per IS code. Design the short column for direct load – Design the column for uniaxial bending using SP16, Study of slender columns. Theory of Column footing – isolated and combined. Design of isolated column footing -square and rectangular
Reference Books:
For the complete syllabus, results, class timetable, and many other features kindly download the iStudy App
It is a lightweight, easy to use, no images, and no pdfs platform to make students’s lives easier..
For detailed syllabus of all other subjects of Architecture, 2015 revision curriculum do visit Arch 5th Sem subject syllabuses for 2015 revision.
To see the syllabus of all other branches of diploma 2015 revision curriculum do visit all branches of SITTTR diploma 2015 revision.