T.B. Joshua’s SCOAN Church building was targeted, brought down by sophisticated device – FFK Alleges

..says truth will come out one day and Nigerians will be shocked and those behind it will be brought to justice

By Our Reporter

Abuja (Precise Post) – Former Minister of , Femi Fani-Kayode has dismissed the narrative that T.B. Joshua’s SCOAN Church building collapsed as a consequence of a bad foundation, alleging that the Church building was targeted and brought down by a very sophisticated device.

Fani-Kayode who stated this via his twitter handle account, further added that those in charge of our security services and intelligence agencies at that time know this.

The former minister who informed that he researched the matter for years, said there’s far more to it than what the public have been told. Alleging that it was not an accident but a deliberate, cold-blooded and premeditated and that those behind it will one day be brought to book.

His words: “I researched the matter for years. There is far more to it than what the public have been told. The Church building was targeted and brought down by a very sophisticated device and those that were in charge of our security services and intelligence agencies at that time know this.

“This was not an accident but a deliberate, cold-blooded and premeditated and one day those behind it will be brought to book. They know who they are and why they did it. They also know the length they went to to cover it up. This was a great evil but God will expose them.

“One day the truth will come out and there will be confessions. When that day comes Nigerians will be shocked and those behind it will be brought to justice. May the souls of those that were killed continue to RIP and may God continue to comfort TB Joshua and the SCOAN family for this loss.”

The tweets read in full:

The narrative that T.B. Joshua’s SCOAN Church building collapsed as a consequence of a bad foundation is false. This stale, discredited & fanciful tale was put out years ago by agents of the Deep State to discredit the Prophet & to fool the public.The court case is also a sham.

I researched the matter for years. There is far more to it than what the public have been told. The Church building was targeted & brought down by a very sophisticated device & those that were in charge of our security services & intelligence agencies at that time know this.

This was not an accident but a deliberate, cold-blooded & premeditated and one day those behind it will be brought to book. They know who they are & why they did it. They also know the length they went to to cover it up. This was a great evil but God will expose them.3/

One day the truth will come out & there will be confessions. When that day comes Nigerians will be shocked and those behind it will be brought to justice. May the souls of those that were killed continue to RIP and may God continue to comfort TB Joshua and the SCOAN family for this loss.

Precise Post recalls that on 12 September 2014, a guesthouse located within the Synagogue Church Of All Nations (SCOAN) premises around the Ikotun-Egbe area of Lagos State collapsed completely to the ground, killing at least 115 people, 84 of them South Africans.

The senior pastor of the church, T. B. Joshua has linked the tragedy to a strange aircraft “hovering” above the building shortly before it fell. A was released on that allegedly showed the plane hovering around the building before its collapse.

However, the coroner’s report unequivocally found the cause to be due to structural failure. Three government agencies, (the Nigeria Building And Road Research Institute (NBBRI), the Council for the Regulation of Engineering in Nigeria (COREN) and the Prevention Guild (BCPG)) examined the site and found the following inadequacies:

Inadequate beams of 750mm by 225mm (should have been 900mm by 300mm).

Inadequately reinforced columns (should have been reinforced with 12 x Y25 bars or 20 x Y20mm bars. Instead they used 10 x Y20 bars (as seen in the released by SCOAN).

Inadequate bearing pressure for the central column due to the 2m x 2m x 0.9m foundations.

Failure to introduce rigid zones for bracing the structure and did not design the frames as an unbraced structure.

Failure to provide movement joints that could have absorbed any movement due to creep, contraction, expansion and differential settlement etc..

8 out of the 12 main beams of the structure failed because they were undersized, under-reinforced (both in tension and shear), the tension bars were poorly anchored to the column supports and 8 x Y20 was used instead of 14 x Y20.

The ground floor columns were slender and readily gave in to buckling.

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