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TiTLE ITI.--CAZCULATIOTt OF STRESSES. <br />Section 92, Calculation of Constructiono <br />Section 93. Franling of Structures. <br />Section 94o Safe Zoads on Soils. <br />Section 95. I,?asonry--Safe Zoad. <br />Section 96. Terra Cotta. <br />Section 97. Hollow Bricks, Building Tiles and Blockso <br />Section 98. Lengtlis of Calur,uzs, Piers, and Posts. Section 991 Sizes of Colurr.ns, Posts and Piers. <br />Sectioiz 100o Loads on Foundationsa <br />Section 101. Distribution of Load. <br />Section 102. <br />TITLE IVo --1XCAVATIOnTS AUrD FOTJNDAIIOTTS. <br />Sec-tion 102. Protection. <br />Section 103m Dama.ge by Fxcavation. <br />Section 104. Depth of Eccavation Allowable. <br />Sectiion 105. Excavatioils Belotv Footings. <br />Section 106. Foundation Walls. ' <br />Section 107. Foundation Soilo <br />Section 108. Buildings without a Cellar or Basement. <br />Section 109. Ma.te-rial for Fowldations. <br />Section 110. Foundations for Ihvelling Houses. <br />Section lllo Footirgs, Kinds of. <br />Section 112o Drainage and rrost. <br />Section 113.. Cellar Floors. <br />TITIE V.° t'JAZLS, PIERS AYD PARTITIOiVS. <br />Section 114. Heights and Thickness of Units of Measure. <br />Section 115. Thickness af Mortar Joint. <br />Sectioiz 116. Inckease7oi Thi:ckness-.of Wall. <br />Sec tion 117. Curtain and Apron iYalls. <br />Section 118. <br />Section 119. <br />Section 120. <br />Section 1?1. <br />Section 122. <br />Section 123. <br />Section 124. <br />TITI,F VI.--WALLS, PIERS AND PARTITIOPdS--Cons- <br />truction of <br />lkterials of Walls. <br />I,aying up, <br />Corner Bond ar_d Anchorso <br />Piers. <br />Stone Walls and Piers. <br />Recesses in Walls. <br />Cutting of Openings. <br />TI'1IE VII.--RF+r-EIVVORCD CONC??ETE COPTST_RUCTIOTT. <br />Section 125. <br />Section 126. <br />Section 127. <br />Section 128. <br />Section 1?9. <br />Section 130. <br />Re-enforced Concrete--Definition. <br />Regui rement s.i o r Drayrings. <br />Re-enforceu Concrete Unit Stresses. <br />Designs for Slabs, Beams anci Girders. <br />Limiting Width of Flange in lee Bea.ms. <br />Web Stresses.