QSM201 Cease-of-Course Overview Jan 2026 Instruction To Students: This Cease-of-Course Overview paper comprises SEVENTEEN (17) pages (at the side of the shroud page). That you simply may maybe maybe well presumably additionally very correctly be to embody the following particulars for your submission: Course Code, Title of the ECA, SUSS PI No., Your Identify, and Submission Date. Tiresome submission will seemingly be subjected to the marks deduction arrangement. Please focus on over with the Pupil Instruction manual for tiny print. Significant Existing ECA Submission Time restrict: Wednesday, 15 April 2026, 12 Midday Please Learn This Files sooner than You Launch up Working for your ECA This ECA carries 70% of the direction marks and is a necessary relate. It is to be executed in my view and no longer collaboratively with assorted students. Submission That you simply may maybe maybe well presumably additionally very correctly be to put up the ECA assignment in precisely the identical manner as your tutor-marked assignments (TMA), i.e. using Canvas. Submission in any assorted manner love hardcopy or any assorted manner is no longer going to be permitted. Electronic transmission is no longer instantaneous. It is that that you may maybe maybe well factor in that the network web page visitors would possibly maybe maybe additionally be namely heavy on the deadline and connections to the system can not be guaranteed. Hence, that you may maybe additionally very correctly be suggested to put up your assignment the day sooner than the cutoff date in expose to guarantee that the submission is permitted and in fair time. After you earn submitted your ECA assignment, the characteristic is displayed on the computer mask. That you simply may maybe maybe finest receive a profitable assignment submission message whereas you happen to had utilized for the electronic mail notification choice. ECA Marks Deduction Plot Please contemporary the following: Submission Prick-off Time – Unless otherwise suggested, the slash-off time for ECA submission will seemingly be at 12:00 midday on the day of the time restrict. All submission timings will seemingly be in accordance with the time recorded by Canvas. Launch up Time for Deduction – Students are given a grace duration of 12hours. Hence calculation of unhurried submissions of ECAs will start up at 00:00 hrs the following day (this applies even though it is miles a vacation or weekend) after the time restrict. How the Plot Works – From 00:00 hrs the following day after the time restrict, 10 marks will seemingly be deducted for every 24-hour block. Submissions which shall be self-discipline to better than 50 marks deduction will seemingly be assigned zero impress. For examples on how the arrangement works, please focus on over with Section 5.2 Para 1.7.3 of the Pupil Instruction manual. Any extra files, lacking appendices or corrections got after the deadline will additionally no longer be regarded as in the grading of your ECA assignment. Plagiarism and Collusion Plagiarism and collusion are forms of dishonest and are no longer acceptable in any construct of a student’s work, at the side of this ECA assignment. That you simply may maybe maybe well attend some distance flung from plagiarism by giving appropriate references whenever you use some assorted other folks’s solutions, phrases or photos (at the side of diagrams). Confer with the American Psychological Affiliation (APA) Manual whereas you happen to want reminding about quoting and referencing. That you simply may maybe maybe well attend some distance flung from collusion by guaranteeing that your submission is in accordance along with your earn individual effort. The digital submission of your ECA assignment will seemingly be screened through a plagiarism detecting gadget. For additional records about plagiarism and dishonest, that you may maybe additionally gentle focus on over with the Pupil Instruction manual. SUSS takes a aggravating stance towards plagiarism and collusion. Excessive cases will generally outcome in the coed being referred to SUSS’s Pupil Disciplinary Community. For assorted cases, valuable marking penalties or expulsion from the direction will seemingly be imposed. Solution ALL questions. (Entire 100 marks) Put a matter to 1 Clarify Figures Q1.1 to Q1.3. (a) Prepare a take-off list at the side of the objects of dimension and linked SMM clauses for the excavation, reinforced concrete works at the side of formwork and reinforcements confirmed in the drawings and specs. (10 marks) (b) Educate dimension systems to take off portions for the overall following: (i) Sub-structure excavation, concrete, formwork and hardcore (15 marks) (ii) Sub-structure reinforcement for foundations and column stumps (10 marks) (c) Educate dimension systems to take off portions for the reinforced concrete piles. (10 marks) Specification Notes for Put a matter to 1: Excavation & RC Works: Over space excavation works shall no longer be required. Diminished diploma at soffit of hardcore layer is 97.200 Backfilling will be from materials coming up from the excavation works. All surplus excavated materials will be disposed of space to an well-liked tip. Hardcore materials shall comprise of broken stones and concrete and compacted with a 10t mechanical curler. Bolstered concrete will be of grade 40 energy. Lean concrete will be of grade 15 energy. Formwork will be of sawn trees. Floor beam will be 200 x 200 mm deep. Reinforcement Works: Concrete shroud will be 40 mm thick. Top bar bend allowance will be 150 mm and 200 mm for bottom bar bend in foundation. Column stump predominant bars will be situation 190 mm into the muse. Bolstered Concrete Precast Concrete Piles: Piles will be 175 x 175 mm RC grade 40 precast and reinforced with 4xH25mm diameter predominant bars with H10mm diameter hyperlinks @ 150mm c/c. Piles are installed underneath all foundation at 500 mm c/c every systems and 600 mm some distance flung from the edges of the muse. All piling works will be in provisional portions and shall initiate from the EGL. The estimated pushed depth is 20.00 m. Pile footwear will be of chilled iron to suit pile size and weighing 25 kg. All piles are required to be slash at the important slash of diploma. Five working piles will be chosen for load take a look at as much as 1.5 times the designed working load of 80t. Figure Q1.1 Basis Belief (NTS) Desk Q1: Time desk of Foot/Basis Small print (NTS) Figure Q1.2: Current Basis Section Small print (NTS) Figure Q1.3: Column Stump Small print (NTS) Put a matter to 2 Figures Q2.1 to Q2.6 reveals the layout scheme and tiny print of three inspection chambers and the precious drain line to be constructed. Educate dimension systems to take off portions for the following: (a) Inspection chambers (3 Nos) and all linked works. (20 marks) (b) Foremost drain line (2 sections) and all linked works at the side of finding out and connections to public sewers. (10 marks) (c) Timber piles. (10 marks) Specifications Notes: Inspection Chambers & Drain: Excavation for inspection chambers and drain lines shall initiate from the contemporary flooring diploma of 100.000 on soft flooring. Foremost drain channel will be 150 mm diameter half of spherical vitrified clay bedded and jointed in cement & sand mortar (1:3). Division channels will be 100 mm diameter half of spherical vitrified clay bedded and jointed in cement & sand mortar (1:3). There are 2 branch channels every in IC1, 3 in IC2 and 5 in IC3. Bricks will be in Engineering bricks, laid English Bond, bedded and jointed in cement and sand mortar (1:3). Concrete bed will be 100 mm thick and benching moderate 150mm high with (1:6 gradient) in mass concrete grade 20. Lean concrete will be of grade 15. IC physique and shroud will be of forged iron, medium accountability sort to SS30, 600 x 600 x 140 mm thick Cement and sand (1:3) mortar rendering will be 10 mm thick Precast concrete suspended slab will be of grade 35 reinforced concrete and reinforced with a layer of A10 Fab Mesh. Step-iron for access will be of 20 mm diameter x 225 mm wide forged iron, Ushape and built into IC partitions. Each and each IC shall earn to access step-irons. Foremost drain line will be 150 mm diameter forged iron pipe. Pipe thickness is 13mm. Concrete shroud will be 50 mm thick. Piling Works Timber piles: Piling works will be in provisional portions. Piling works shall initiate from the contemporary flooring diploma 100.000. All piles are 100 x 100 trees tanalized piles. The estimated pushed depth of piles is 9.00 m. Supply length of piles is 4.00m lengthy. Piles for Inspection Chambers will be spaced at 450mm c/c in every directions on scheme. The first and last pile is situation at 250 mm some distance flung from the perimeter of the heinous slab. Piles for predominant drain line will be installed in a single row, every pile situation at 450mm c/c apart. The first and last pile is 250 mm some distance flung from the perimeter of the concrete heinous slab, every systems. Working load take a look at will be executed as much as 1.25 times the develop working load of 25t on 5 chosen working piles. All piles will be slash off at the important slash-off diploma as specified. Pile footwear will be of aloof steel plate 5 mm thick to swimsuit pile size. Field sleeve joints will be of aloof steel, 100 x 100 x 3 mm thick x 400 mm lengthy and lined with two coats of bitumen paint. Figure Q2.1: IC/Drain Layout Belief (NTS) Figure Q2.2: Current IC Belief (NTS) Figure Q2.3: Current IC Section on No longer easy Floor (NTS) Figure Q2.4: Small print of IC Section/Piles on Comfy Floor (NTS) Figure Q2.5: Small print of Pipe Strengthen (NTS) Figure Q2.6: Small print of Piles on Comfy Floor (NTS) Put a matter to three Close to Figures Q3.1 to Q3.5, take off portions for the triangular roof truss and roof purlins at the side of all associate fittings and plates. (Existing: Internal contributors of roof truss length would possibly maybe maybe additionally be clear using trigonometry or Pythagoras theorem. Where such length can not be clear, students are to construct realistic assumptions and to suppose them clearly). Specification Notes: The proposed constructing is a double fable steel framed structure, overall high 15.00m. All connections for the truss are space welded. Weight conversions for steel contributors are no longer required to be calculated. Truss rafters protrude about 125mm from column face. Steel columns are no longer required to be measured. (15 marks) Figure Q3.1: Roof Belief (NTS) Figure Q3.2: Roof Truss (NTS) Figure Q3.3: Purlin Small print (V) (NTS) Figure Q3.4: Cap/Truss Plate Detail (U) (NTS) Figure Q3.5: Gusset Plates Small print (NTS) —– END OF ECA PAPER —–
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