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Thursday, July 18, 2019

July 18, 2019

An Investigation on the Analysis of Beam and Raft Slab Using Staad Pro

Modern codes of practice are increasingly recognising the computational power of structural analysis  softwares. Staad Pro is a renowned structural analysis and design software that is used all over the world, and this post is aimed at investigating the analysis of beam and raft foundation using Staad Pro V8i. Winkler's model has been used as a basis for the analysis. This post will help engineers who use Staad Pro to make decisions on whether raft slab can be confidently analysed on Staad Pro V8i environment, or there will be need to move to Staad Foundation, or any other foundation analysis software.

Monday, June 24, 2019

June 24, 2019

Loading and Design of Box Culverts to Eurocodes


Introduction
A culvert is a drainage structure designed to convey storm water or stream of limited flow across a roadway. Culverts can consist of single or multi-span construction, with a minimum interior width of 6 m when the measurement is made horizontally along the centreline of  the roadway from face to face of side walls. Technically, any such structure with such span over 6 m is not a culvert but can be treated as a bridge. Box culverts consist of two horizontal slabs, and two or more vertical side walls which are built monolithically.

Thursday, June 6, 2019

June 06, 2019

Preliminary Plastic Analysis of Portal Frames


Steel portal frames provide economical solution for construction of industrial structures, warehouses, churches or other buildings with large enclosures. The loading scheme on portal frames usually includes dead load, wind load, imposed load, service loads, snow loads, imperfections, thermal loads, crane loads etc.

Thursday, May 16, 2019

May 16, 2019

Structural Design of Flat Slabs to Eurocode 2


Flat slabs can offer economical solutions to wider floor spans in a reinforced concrete building. Flat slabs are slabs that are supported directly by columns without floor beams. The columns may or may not have drops. There are many advantages of flat slab such as increased head room, easier flow of mechanical and electrical services, ease in construction of form work, faster construction etc.

Saturday, May 4, 2019

May 04, 2019

Simplified Design of Welded Connection to Eurocode 3


In our previous post, we were able to present an example on the design of fillet welds for truss members using two different approaches. In this post, we are going to simplify it further by presenting an example on how the strength of fillet welds can be easily verified, according to the requirements of Eurocode 3.

Tuesday, April 30, 2019

April 30, 2019

Example on Structural Design of Waffle Slab


Waffle slabs can be described as the equivalent of 2-way solid slabs especially when the spans are large, and ribbed system is to be adopted. The design of waffle slabs is the same as that of ribbed slabs, with the difference being that waffle slabs have ribs spanning in both directions, and the coefficients used for analysing the slab is similar to those used for two-way restrained slab. Waffle slabs are supported on beams or columns, where the support zones are made to be uniformly thick.

Friday, April 26, 2019

April 26, 2019

8 Top Civil Engineering Questions (Part 2)

(1) For the structure shown in the figure below, which of the following is the most likely bending moment diagram considering linear first order elastic analysis?


(A)
(B)
(C)




(2) For the structure shown in the figure below, what is the most likely shear force diagram?

(A)
(B)
(C)

(3) A building is generally divided into how many parts?

(A) Four
(B) Three
(C) Two
(D) Six




(4) What is the recommended maximum spacing of shear links in a beam according to British and European codes?

(A) d
(B) 1.5d
(C) 0.75d
(D) Width of beam

(5) What is the recommended minimum compressive strength for water retaining structures according to the Eurocodes?

(A) C20/25
(B) C25/30
(C) C30/37
(D) C35/45

(6) The process through which water reacts with free cement after hydration reaction in a concrete structure to seal up cracks is known as?

(A) Post-hydration reaction
(B) Consolidation healing
(C) Efflorescence
(D) Autogenous healing

(7) How many percentage of 28 days strength is expected of concrete after 7 days?

(A) 50%
(B) 65%
(C) 30%
(D) 75%

(8) A beam of span L is subjected to a uniformly distributed load w with support conditions pinned and fixed at either ends. What is the bending moment at the fixed end?

(A) wL2/8
(B) wL2/12
(C) wL2/16
(C) wL2/24



Thursday, April 25, 2019

April 25, 2019

Use of Polystyrene in Ribbed Slabs: Structural Design Example


For long span slabs in a building subjected to light load, ribbed slabs are more economical than solid slabs. In ribbed slab construction, reduction in volume of concrete  is achieved by removing some of the concrete below the neutral axis of the section, under the assumption that the tensile strength of concrete is negligible. Two major forms of construction of ribbed slab are;

Sunday, April 21, 2019

April 21, 2019

Advise on the Stability of this Structure


As a structural engineer, advise the client/architect on the stability of the structure, distinguishing between transient and permanent situation.

Height - 11.28 m
Length - 20.00 m






Note: This is an existing observatory structure in Tielt-Winge Belgium. Report has it that it was recently vandalised and is looking to be rebuilt...
April 21, 2019

Comparative Analysis of Cylindrical Water Tanks


Water tanks are usually rectangular or cylindrical in shape. Cylindrical tanks are usually employed for surface or elevated water tanks. Some of the challenges involved with cylindrical tanks are the difficulty associated with construction such as setting out, formwork preparation/installation, reinforcement installation, increased labour cost, etc.




Cylindrical tanks are subjected to radial pressure from the stored water, and/or from the retained earth when they are buried under the ground. Just like rectangular water tanks, the analysis of cylindrical tanks is easily done with the use of coefficients picked from already made tables (see Fig 2.0). The values of the coefficients are usually based on the support condition of the wall relative to the base.

The internal forces normally analysed for are;

  • Circumferential tension (hoop tension)
  • Radial shears
  • Vertical moments

If the wall is supported on the base in such a way that no radial movement can occur, radial shear and vertical bending result, and the circumferential tension is always zero at the bottom of the wall. This is usually referred to as the fixed joint condition, and has been considered in this publication.

Table 1.0: Coefficients for Analysis of Cylindrical Tanks Fixed at the Base (Reynolds and Steedman, 2008)
Analysis Example
Determine the maximum service values for circumferential (hoop) tension, vertical moment and radial shear in the wall of a cylindrical tank that is free at the top edge and fixed at the bottom. The wall is 400 mm thick, the tank is 4 m deep, the diameter is 8 m, and the water level is taken to the top of the wall.



Hydrostatic pressure at the base of the tank (n) = 10 kN/m3 × 4 m = 40 kN/m2
From Table 1.0;
lz2/Dh = 42/(8 × 0.4) = 5
Maximum hoop tension (t) = αtnr = 0.477 × 40 × 4 = 76.32 kN/m



Maximum vertical negative moment (outside face) = αmnlz2 = 0.0059 × 40 × 42 = 3.776 kNm/m
>Maximum vertical positive moment (inside face) = αmnlz2 = 0.0222 × 40 × 42 = 14.208 kNm/m
Radial shear V = αvnlz = 0.213 × 40 × 4 = 34.08 kN/m

When analysed on Staad Pro as a concrete cylindrical tank with poisson ratio of 0.2, fixed at the bottom, and subjected to hydrostatic pressure of 40 kN/m2 the following results were obtained;


Fig 2.0: Finite Element Meshing of Cylindrical Tank




Fig 3.0: Horizontal Moment on the Tank Walls

Fig 4.0: Vertical Bending Moment on the Tank Walls
Table 2.0: Analysis Result from Staad Pro

Maximum vertical bending moment = 10.714 kNm/m
Maximum vertical shear stress = 0.073 N/mm2 = 29.2 kN/m
Maximum hoop stress (membrane) = 0.195 N/mm2 = 78 kN/m
Let us compare the results from Staad Pro with results from the use of coefficients (see Table 3.0).

Table 3.0: Comprison of Analysis Result from Staad Pro and use of coefficients

Thank you for visiting Structville today, and God bless you.


Tuesday, February 26, 2019

February 26, 2019

How to Calculate Crackwidth Due to Bending According to EC2 (Download Excel Spreadsheet)


Cracking is normal in reinforced concrete structures subjected to bending, shear, twisting, axial tension, and restraint from movement. This is mainly due to the low tensile strength of concrete. Cracking is usually a serviceability limit state problem, but apart from ruining the appearance of the concrete surface, it also posses durability issues, and leakage problem in water retaining structures.

Saturday, February 23, 2019

Thursday, January 10, 2019

January 10, 2019

Transfer Structures: Design Example on 5-Storey Building


Transfer structures can be described as structures in which the loads from above (usually from columns or walls) are transferred to other structures (such as beams or plates) for distribution to another supporting structure which can resist the load. The prominent issue in transfer structures is that the load path is unconventional, and this is usually found in high rise buildings where floor arrangements differ.

Saturday, December 29, 2018

December 29, 2018

Uplift Verification for Underground Structures: Solved Example

It is widely recognised that an object will float in water, if the weight is less than the upthrust. Upthrust is an upward force exerted by a fluid that opposes the weight of an immersed object. This also applies to structures that are buried under the ground, and subjected to ground water action. Structures such as basements, foundations, underground tanks, and swimming pools are at risk if the dead weight is less than the upthrust, especially when the structure is empty.

Monday, December 24, 2018

December 24, 2018

Merry Christmas from all of us at Structville


Christmas is a special season of the year that offers us an atmosphere filled with love and happiness. From all of us at Structville, we wish you and your family a Merry Christmas filled with happiness, love, and fulfilled living.

Merry Christmas and Happy new year in advance. 🎊🎊🎊🎉🎉🎉🎄


Tuesday, December 18, 2018

Saturday, December 15, 2018

December 15, 2018

Plastic Analysis of Framed Structures


The fully plastic moment of a section (Mp) is the maximum moment of resistance of a fully yielded cross-section. The yielded zone due to bending where infinite rotation can take place at constant plastic moment (Mp) is called a plastic hinge. In order to find the fully plastic moment of yielded section, we normally employ the force equilibrium equation by saying that the total force in tension and compression at that section are equal.
December 15, 2018

How to Analyse Retaining Walls for Trapezoidal Load

In the analysis of retaining walls subjected to earth pressure, it is very common to observe trapezoidal load distribution on the walls. Normally, earth pressure on a retaining wall is assumed to adopt a triangular load distribution, but due to surcharge which is usually assumed to act on the ground surface, the top of the wall experiences some degree of lateral pressure.

Tuesday, November 27, 2018

November 27, 2018

Structural Design of Swimming Pools and Underground Water Tanks



I spent a large part of the last few months developing the contents of this booklet on 'Structural Design of Underground Water Tanks and Swimming Pools' (According to the Eurocodes). Water is necessary for survival of mankind, but in one way or another, water is relatively scarce. We all know that rain does not fall continuously, and for water to be available for usage in homes, it will have to be fetched/pumped from the stream, or harvested during rainfall, or dug up from the ground. As a result, survival instincts made man to create different means of storing water in order to face the periods of scarcity.

Tuesday, August 21, 2018

August 21, 2018

Is This Ultimate or Serviceability Limit State Failure?

Kindly look at the image carefully, and lend your professional opinion if the failure of the building will be categorized under ultimate or serviceability limit state. By posting and discussing your opinion on the comment section, I am very certain that knowledge and deeper understanding of this topic will be enhanced.

Saturday, August 18, 2018

August 18, 2018

Aspects of Modelling of Shear Walls

Shear walls are structural elements usually employed in tall buildings to assist in resisting lateral loads. Shear walls can be solid or pierced (coupled), depending on their location in the building. In the design of  tall buildings, structural engineers normally throw the entire lateral load (say wind action) to the shear walls, which means that the columns will not be relied on for lateral stability. In a more practical scenario however, the shear walls and columns interact in resisting lateral loads, which can be taken into account.

Thursday, August 16, 2018

August 16, 2018

A brief Presentation on Flexural Buckling of Columns

Introduction
When structural members are subjected to compressive forces, the members may fail before the compressive resistance (A.fy) is reached. This premature failure is usually caused by secondary bending effects such as imperfections, eccentricity of loading, asymmetry of the cross-section etc. In such cases, the failure mode is normally buckling, and this is unlike when the member is subjected to tensile forces, where the member will generally fail when the stress in the cross-section exceeds the ultimate strength of the material. Members subjected to tensile forces are inherently stable.