07-Str-A5
Worked solutions to 7 past sittings (2013–2015), 49 questions. Pick a sitting, or start from a topic below.
Topics across the sittings
Topics that come up in more than one sitting, taken from the headings of our worked solutions. A topic counts once per sitting.
- Flexure (3 sittings): May 2014 Q4 · December 2013 Q1 · May 2013 Q1
- Its footing (3 sittings): December 2015 Q4 · May 2015 Q1 · December 2013 Q3
- Reinforced concrete frame (3 sittings): May 2014 Q5 · December 2013 Q2 · May 2013 Q5
- Shear (3 sittings): May 2014 Q5 · December 2013 Q1 · May 2013 Q1
- Composite steel–concrete pedestrian bridge (2 sittings): May 2015 Q4 · May 2014 Q7
- Interaction (2 sittings): May 2014 Q4 · May 2013 Q1
- Its deflection (2 sittings): December 2015 Q7 · December 2013 Q2
- Section (2 sittings): May 2014 Q3 · December 2013 Q7
- Welded corner at B (2 sittings): December 2015 Q5 · December 2013 Q5
Questions by sitting
December 2015
- Question 1: Welded stiffened-web plate girder ABC
- Question 2: Post-tensioned prestressed-concrete girder
- Question 3: Composite steel–concrete warehouse floor
- Question 4: Plastic design of the steel rigid frame, and its footing
- Question 5: Beam–column check for AB, and the welded corner at B
- Question 6: Reinforced-concrete continuous girder, limit states design
- Question 7: Reinforced-concrete rigid frame — beam–column AB and its deflection
May 2015
- Question 1: Plastic design of the steel rigid frame, and its footing
- Question 2: Welded corner at joint B, and the beam–columns
- Question 3: Three-span continuous welded plate girder
- Question 4: Composite steel–concrete pedestrian bridge
- Question 5: Prestressed concrete tee-beam
- Question 6: Reinforced-concrete frame — design of member BC
- Question 7: Member AB designed as a beam–column
December 2014
- Question 1: Two-span continuous welded plate girder
- Question 2: Post-tensioned T-beam with cantilever
- Question 3: Simply supported composite box-girder bridge
- Question 4: Plastic design of the rigid steel frame
- Question 5: Footing at E and adequacy of the beam-column CE
- Question 6: Reinforced concrete design of member AC
- Question 7: Reinforced concrete column CE
May 2014
- Question 1: Plastic design of the steel rigid frame; welded connection at C
- Question 2: Beam-column check of CD; reinforced concrete footing at D
- Question 3: Prestressed concrete beam — section, strands and long-term deflection
- Question 4: Two-span welded plate girder — flexure, stiffened web, interaction
- Question 5: Reinforced concrete frame — member AC in flexure and shear
- Question 6: Member CDE as a beam-column; long-term deflection of AC
- Question 7: Composite steel–concrete pedestrian bridge
December 2013
- Question 1: Welded plate girder — flexure, shear and their interaction
- Question 2: Reinforced concrete frame — flexural and shear steel for BC, and its deflection
- Question 3: Reinforced concrete column AB and its footing
- Question 4: Prestressed concrete T-beam — no-tension design and tendon profile
- Question 5: Plastic design of the steel frame, and the welded corner at B
- Question 6: Steel beam-column AB — strength and stability
- Question 7: Composite steel–concrete floor — section and shear connectors
May 2013
- Question 1: Stiffened welded plate girder — flexure, shear and interaction
- Question 2: Plastic design of the rigid frame and the footing at D
- Question 3: Welded corner connection at B, and the beam-column AB
- Question 4: Unshored composite floor beam for a heavily loaded warehouse
- Question 5: Reinforced concrete frame — limit states design of member BC
- Question 6: The beam-column CD, and the reinforcement at the rigid connection B
- Question 7: Post-tensioned prestressed concrete girder
Undated paper
- Question 1: A1: Wide-flange section for the two-span beam of Figure 1
- Question 2: A2: One wide-flange section for the whole frame of Figure 2
- Question 3: A3: Two sections of unequal depth for Figure 1, with a continuity splice
- Question 4: B1: Reinforced concrete section for the beam of Figure 3
- Question 5: B2: Square reinforced concrete column for the frame of Figure 2
- Question 6: B3: Rectangular footing and pier for column AB
- Question 7: C1: Prestressed beam for the loading of Figure 3