How to mix mortar?
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Strengthening of column using steel plates
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β Valid ISO Certified Certificate after completion of course
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πΉ Reasons for dam failure:
- Overtopping of embankment dams due to inadequate spillway discharge capacity to pass flood waters.
- Faults in construction methods (eg inadequate compaction of fill) or use of the wrong type of construction materials.
- Geological problems with the dam foundation.
- Landslides which fall into the storage reservoir.
- Earthquakes can certainly cause damage to dams.
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- Overtopping of embankment dams due to inadequate spillway discharge capacity to pass flood waters.
- Faults in construction methods (eg inadequate compaction of fill) or use of the wrong type of construction materials.
- Geological problems with the dam foundation.
- Landslides which fall into the storage reservoir.
- Earthquakes can certainly cause damage to dams.
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πΉPunching shear
Punching shear is a phenomenon where a concentrated force on a slab causes a shear failure cone that "punches" through.
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Punching shear is a phenomenon where a concentrated force on a slab causes a shear failure cone that "punches" through.
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Anchor bolts are used to connect structural and non-structural elements to concrete.
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βοΈ Great opportunity for all Civil Engineers/Architecture/ any Non-Tech person !!!
β¨Solitude Education Launched Diploma in Interior Designing course !!!
π₯Course content :-
1. 3D's Max
2. Lumion
3. Sketchup
4. Vray
5. Enscape
6. Photoshop
7. Scientific Vastu
π₯Course features:-
β lifetime validity
β Free software Installation
β Valid ISO Certified Certificate after completion of course
β Live doubt Session
β Practice material
For Registration download Solitude Education app now !!
π₯App link :- https://play.google.com/store/apps/details?id=co.lynde.iofht
π«For more query u can contact us @ 8130920572, 7042276658
β¨Solitude Education Launched Diploma in Interior Designing course !!!
π₯Course content :-
1. 3D's Max
2. Lumion
3. Sketchup
4. Vray
5. Enscape
6. Photoshop
7. Scientific Vastu
π₯Course features:-
β lifetime validity
β Free software Installation
β Valid ISO Certified Certificate after completion of course
β Live doubt Session
β Practice material
For Registration download Solitude Education app now !!
π₯App link :- https://play.google.com/store/apps/details?id=co.lynde.iofht
π«For more query u can contact us @ 8130920572, 7042276658
πΉ Components of circular arch
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Mass reinforcement work
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πΉCircular Prestressing:
When the prestressed members are curved, in the direction of prestressing, the prestressing is called circular prestressing. For example, circumferential prestressing of tanks, silos, pipes and similar structures. The following figure shows the containment structure for a nuclear reactor which is circularly prestressed.
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When the prestressed members are curved, in the direction of prestressing, the prestressing is called circular prestressing. For example, circumferential prestressing of tanks, silos, pipes and similar structures. The following figure shows the containment structure for a nuclear reactor which is circularly prestressed.
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πΉ Bamboo as reinforcement
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Swimming pool construction
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Three principles of mechanics in construction :
The analysis involves three principles of mechanics.
πΉ Equilibrium of internal forces with the external loads. The compression inconcrete (C) is equal to the tension in the tendon (T). The couple of C and T areequal to the moment due to external loads.
πΉ Compatibility of the strains in concrete and in steel for bonded tendons. Theformulation also involves the first assumption of plane section remaining planeafter bending. For unbonded tendons, the compatibility is in terms of deformation.
πΉ Constitutive relationships relating the stresses and the strains in the materials.
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The analysis involves three principles of mechanics.
πΉ Equilibrium of internal forces with the external loads. The compression inconcrete (C) is equal to the tension in the tendon (T). The couple of C and T areequal to the moment due to external loads.
πΉ Compatibility of the strains in concrete and in steel for bonded tendons. Theformulation also involves the first assumption of plane section remaining planeafter bending. For unbonded tendons, the compatibility is in terms of deformation.
πΉ Constitutive relationships relating the stresses and the strains in the materials.
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πΉ Retrofitting
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Formwork
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