Cut off chapter in 602

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Aug 6th, 2022
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How to cut off chapter in 602

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after the translation of the book of mormon was complete john whitmer the brother of david whitmer accompanied the smith family and others where he saw and hefted the gold plates becoming one of the eight witnesses although he eventually left the church john continued to testify fervently of the divine origins of the book of mormon those wishing to dismiss the clear and powerful testimony of john whitmer and of the other eight witnesses as well have often cited the third hand hearsay that the eight witnesses never saw them the plates and hesitated to sign that instrument for that reason however john whitmer directly contradicted this dismissal when he declared that he had no hesitancy in affirming the book of mormon as a divine revelation and with all confidence have signed my name to it some critics have claimed that the eight witnesses only saw and hefted the plates while they were covered or in a box but this claim too is directly contradicted by john whitmer in an interview shortly

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Studs shall be a minimum No. 3, standard or stud grade lumber. Exception: Bearing studs not supporting floors and nonbearing studs shall be permitted to be utility grade lumber, provided that the studs are spaced in ance with Table R602. 3(5).
Minimum nominal thickness of masonry shear walls shall be 8 inches (203 mm). Exception: Shear walls of one-story buildings are permitted to be a minimum nominal thickness of 6 inches (152 mm).
Stud spacing is normally 16 inches in exterior walls, although 24-inch spacing of 24 studs is acceptable in one-story buildings if wall sheathing or siding is of adequate thickness to bridge across studs.
The shear wall sheathing shall be a minimum of 15/32 inch (11.9 mm) 5-Ply Structural I with 10d nails at 4 inches (102 mm) on center at edges and 12 inches (305 mm) on center at field; blocked all edges with 3 by 4 board or larger.
The 2021 International Residential Code (IRC) requires braced wall panels to be spaced no greater than 20 feet measured end to end. And there must be a shear wall located at least 10 feet from the end of each Braced Wall Line.
3 Shear walls shall be provided with reinforcement in the longitudinal and transverse directions in the plane of the wall. The minimum reinforcement ratio shall be 0.0025 of the gross area in each direction. This reinforcement shall be distributed uniformly across the cross section of the wall.
In IS: 13920:1993 it gives the ductile detailing of shear wall as per clause 9, where 9.1 give general requirements. 9.2 shear strength 9.3 give flexural strength 9.6 give openings in shear walls.

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